Catalogue Pipe Hangers s - Myatt 2h3939

PIPE HANGERS an d S

SINCE 1909 CATALOGUE No .10

E . MYATT & CO . 101 Brisbane Rd ., Toronto, Ontario M3J 2K5

FOREWOR D Catalogue No . 10 is a revised edition of our general pip e hanger catalogue and replaces all previous issues . complete range of pipe hanger materials is illustrate d engineering and dimensional data tabulated for hanger components . Our dual purpose has been t o satisfy the requirements of the designer and to offe r suggestions and to supply all necessary information fo r the erector . AA

with

After almost '0 years in the piping industry thi s catalogue is a part of our constant effort to maintain an d improve our service . Integrity is perhaps best judged by the years of goo d reputation that a company enjoys with its customers an d in its industry .

AND CONDITIONS OF SAL E All prices and designs are subject to change withou t notice . We will replace defective material when used for th e purpose recommended . No claims will be accepted fo r time, labour or other damages . Deliveries and contracts are subject to strikes, fires , accidents, or circumstances beyond our control . Materials are not returnable without written permission . Returned materials must be received in good conditio n with freight prepaid . A charge for handling an d restocking will be deducted from the credit for th e returned standard material . Orders covering material not normally carried in ou r stock are not subject to cancellation .

FIGURE NUMBE R INDEX

PsFig .

Page

6

1 2 2 2

3 3

Section 1 PIPE ATTACHMEN T 120

4

122

4

124 124L 125 125L 126

5 6 7 7 8

128 130 131 132 133 134 135 136 137 140A 141A 142A 143A 150CT 151CT

8 9 9 9 10 10 11

152CT 153CT

154

17 17 18

155

18

156

19

157 159 160 161 162 170 172 173 174 175-180 182 183 190 191

19 20 20 21 21 22 22 23 23 24 25 25 26 26

Section 2 SADDLES and ROLL S 210-240 251 '251S

Page

Section 2 (cont . )

ECONOMICAL `FAMILY ' 1 2 3 4 5

Fig .

12

12 13 13

32 32 33 34 35 36 37 38

Section 3 BRACKETS an d S 300 302 304 306 308 310 312 314 315 320 321 322 325

39 39 40 40 41 42 42 43 43 44 44 45 45

14

14 15 16

Section 4 RODS and CONNECTOR S 46 46 46

414 420

47 48

422 424 426 430 432 434 440 442

48

450

50

455 460 461 462 470

50 50 50 51 51 52 52 52 52 53 53 53 53

480 480L

485 28

31 31

486 491 492

E . MYATT & CO .

493 494

48 48 49 49 49 49 49

TORONTO ONTARIO

53 53

Section 5 UPPER ATTACHMENTS 500 502 503 504 505 506 510 511 513 515 530 531 532 533 535 542 545 550 555

54 54 54 55 55 55 56 57 58 58 59 59 60 60 61 62 62 63 63

Section 6 AUXILIARY STEEL 600 650

400 402 403

475 4755

Page

Section 4 (cont . ) RODS and CONNECTOR S

SADDLES and ROL L S 255 256 258 261 262 264 265 266

Fig .

64 64

Section 7 ANCHORS and GUIDES 702 703 704 705 706 707 708

65 65 65 66 66 67 67

Section 8 SPRING and CONSTAN T S 805 810 820 870 880 890

68 68 68 69 69 68

Section 10 ALIGNMENT GUIDE 1267

70

I

PICTORIAL INDEX Economical "Family "

0 0

steel ban d hange r Fig . 2 page 2

extension bar Fig . 1 page 1

flattened lag scre w flattened bol t Figs . 3, 4 page 2

eye socke t Fig . 5 page 3

Pipe Attachments

light duty adjustable ring Fig . 120 page 4

clevis hangers Figs . 122, 124, 124L, 125, 125L, 126 pages 4 - 8

hook plate Fig . 154 page 18

offset pipe clamp Fig . 17 0 page 22

wall pip e Fig . 15 5 page 1 8

Section 1

lug plate s Figs . 12 8 singl e 130-1-2 double pages 8, 9

2-bolt clamps

3-bolt clamp s

Figs . 133, 13 4 140A, 141 A pages 10, 1 3

Figs . 135, 136, 13 7 142A, 143 A pages 11, 12, 14

hangers for copper tubing, rise r clamp, clevis hanger, adjustabl e ring hanger .

single pipe h00 k 0ffset pipe ho ok Figs . 156, 15 7 page 1 9

trapeze saddl e hange r Fig . 17 2 page 22

E . MYATT & CO . 11

L .D . adjustable beam clamp Fig . 6 page 3

drive hook Fig . 15 9 page 20

trapeze hangers Figs . 173, 174 page 23

Figs . 15OCT, 151 CT, 152CT, 153CT . pages 15 to 1 7

single hol e pipe clamp Fig . 16 0 page 20

underground bell clamp Fig . 175 page 24

TORONTO ONTARI O

soil pipe bracke t hvy duty pipe clip Figs . 161, 16 2 page 2 1

riser clamp s Figs . 182, 183 , 190, 19 1 pages 25 - 27

PICTORIA L INDEX

Section 2

Saddles and Roll s

010.fififi.0 og

pipe covering protection saddle s Figs . 210-240 pages 28 - 30

insulation shield s

long pipe rol l

short pipe roll

Figs . 251, 251 S page 31

Fig . 25 5 page 32

Fig . 25 6 page 32

adjustable roll Fig . 26 2 page 35

standard pip e roll chair Fig . 264 page 36

trapeze roller hange r Fig . 26 1 page 34

steel pipe chair Fig . 300 page 39

adjustable pipe saddle Fig . 302 page 39

short offset bracket

long offset bracket

Fig . 314 page 43

Fig . 315 page 43

pipe saddle Fig . 304 page 40

light duty welded steel bracket Fig . 320 page 44

E . MYATT & CO .

pipe stanchion saddl e Fig . 306 page 40

steel pip e roll stand Fig . 265 page 37

standard rolle r hange r Fig . 258 page 3 3

adjustable stee l pipe roll stand Fig . 26 6 page 3 8

adjustable pipe saddle Fig. 308 page 41

steel anchor chair s Figs . 310, 31 2 page 4 2

heavy duty welded steel bracke t Fig . 322 page 45

welding angl e bracket

standard welded steel bracket Fig . 321 page 44

Fig . 325 page 4 5

TORONTO ONTARIO ii i

PICTORIAL INDE X Rods and Connectors

Section 4

Jl.LLL18f

P= U-hange r

Fig . 400 page 46

U-bolts J-bolts

eye rod s linked eye rod s not welded & welde d Figs . 420, 422 , 440, 44 2 pages 48, 49

Figs . 402, 403, 414 pages 46, 47

/

hook ro d anchor bol t

machine rod all thread rod continuous threa d rod Figs . 430, 432, 434 page 49

Figs . 424, 42 6 page 48

machine bolt s

Fig . 45 5 page 50

4,_3 ,

coach screw rods coach screw & machine thread rods

rod coupling

forged steel clevis

Fig . 46 2 page 51

Figs . 460, 46 1 page 50

Fig . 47 0 page 51

turnbuckle Figs . 475, 475S tie rods Fig .

45 0

weldless ey e nu t Fig . 48 0 page 52

pages 52, 5 0

expansion shield s compound masonry anchors Figs . 485, 486 , 491 to 494 page 5 3

ml

('__r L1J

LI standard beam clamp Fig . 500 page 54

standard channel clamps Figs . 502, 503 page 54

diamond beam clam p

heavy duty ceiling clip

heavy duty beam attachmen t

Fig. 51 3

Fig . 515 page 58

Figs . 530, 53 1 page 5 9

page 58

side beam clamp s Figs . 504, 50 5 page 55

E . MYATT & CO .

iv

beam hook Fig .

50 6

page 5 5

2-bolt wide flang e beam clam p Fig . 51 0 page 56

std . ceiling clip std . welded beam attachment Figs. 532, 53 3 page 60 TORONTO ONTARI O

2-bolt I-beam clam p Fig . 51 1 page 57

double angle clip

c-clamps

Fig . 53 5 page 61

Fig . 586, 588 page 6 3

PICTORIAL INDEX Auxiliary Steel

Anchors and Guides

Section 6

Section 7

.*-

rigid base sliding base Figs . 703, 704 page 65

base ancho r Fig. 702 page 65

sliding (welded) Fig. 705 page 66

sliding guide (welded) Fig . 706 page 6 6

Alignment Guide

Section 1 0

pages 70, 7 1 sliding guide (non-welded ) Fig. 708 page 67

sliding (non-welded ) Fig . 70 7 page 67

Springs and Constant s

variable spring hangers Figs . 805, 810, 82 0 page 68

light duty spring hanger s Fig . 870 pages 68, 69

Section 8

spring cushion s Fig . 880 pages 68, 69 E . MYATT & CO .

sway braces -Fig . 89 0 page 6 8

constant s page 6 8

TORONTO ONTARIO

v

ALPHABETICA L INDEX

CONDITION S of SAL E Alphabetical Inde x

Page Alignment guide All thread rod Anchors - base - bolt - chair - masonry Angle - brackets - clips Auxiliary Steel

70 49 65 48 42 53 45 61 64

Page Expansion shields Extension bar Eye rods Eye sockets Flattened bolt Flattened lag screw

53 1 48-49 3 2 2

Guides - pipe

66-67

2 65 65 59-60 3, 54-5 8 55 43-4 5

Hanger rods Hanger spacing Hooks - beam - offset pipe - single pipe - Plate Hook rod

49-50 89 55 19 19 18 48

C-clamp 63 Ceiling clips 58, 60 Chairs - anchor 42 - pipe 39, 4 2 Clamps - beam 3, 54-58 - channel 54 - offset 22 - pipe . . . 10-14, 20, 22 - riser 25-27 Clevis - forged 51 - hangers 4-8 Clips - pipe 21 Coach screw rods 50 Coach & machine rods 50 Constant s 68 Continuous thread rod 49 Conversion tables 88 Copper plated items 15-1 7 Couplings - rod 51

Insulation - saddles - shields

28-30 31

Band hangers Base anchors Base s Beam attachments Beam clamps Beam hook Brackets

Deflection of pipe Decimals - of inch - of foot Drive hooks Expansion coefficients

vi

76-77 74 74 20

J-bolt

46

Lag screw, flattened Light duty springs Linked eye rods Lug plates

2 68-69 48-4 9 8-9

Page Rigid base s Rings - adjustable Riser - clamps Rocker washers Rod couplings Rods - all types - load capacity Roll chairs Roll stands Roll s Roller hangers Rolls - pipe

65 4 25-27 62, 63 51 48-50 74 36 37-38 35 33-34 32

Saddles - pipe 39-41 - pipe covering 28-30 - trapeze hanger 22 Shields - insulation 31 Sliding s 65-67 Soil pipe brackets 21 Spring cushions 69 Steel - auxiliary 64 - dimensions 75 Sway braces 68 Trapeze hangers Trapeze roller hanger Turnbuckles Turnbuckle tie rods Technical section

22-23 34 52 50 72-89

Machine bolts Machine rods

50 49

Nuts

50

U-bolts 46-4 7 U-hanger 46 Underground bell clamp 24

Offset brackets Offset clamps Offset pipe hooks

43 22 19

Variable spring hangers

Pipe - chairs 39, 42 - clamps . . .10-14, 20, 22 - clevises 4-8 - rolls 32 Plate washers 62 28-30 Protection saddles

73

E . MYATT & CO .

TORONTO ONTARI O

Wall pipe s Washers - plate - rocker Weights - piping Welded eye rods Weldless eye nuts

68 18 62 62, 6 3 78-87 49 52

E. MYAfl & CO . INC.

YOUR ALL CANADIAN HANGER MFG . ADJUSTABL E

SWIVEL RING HANGE R FOR SUSPENSION OF LIGHT LOAD S MATERIAL • Carbon Stee l FINISH • Pre galv. hanger With zinc knurled nut . AN EXCELLENT, COST EFFECTIVE ALTERNATIVE TO A LIGHT DUTY CLEVIS HANGER IN MOST APPLICATIONS .

ORDERING • Speafy pipe size, figure number and name .

I—

DIMENSIONAL DATA PIPE SIZE 112 3/4

A 3M

B C 1 1 1

E

1

318

2 13116 213116 2 13/16

1 1/4 1 1/2 2

318 3/8 319

2 15/16 3 111 3 7116

2 1 /16 21/4 2 9/16

3 3/4 4 4 W16

1 3/16 1 1 /4 1 3/8

400 400 400

750 750 750

10 11 12

100 100 100

2 1 /2 3 4

3/8 3M 3/8

3 11116 4 4 546

2 13/16 3 1 /8 33/4

5 1/16 5 5/8 6 7/8

1 3/8 1 3/8 1 1/2

600 600 1000

850 1050 1500

28 30 37

50 50 25

5 6 8

112 112 1/2

S314 6 510 7314

4 3/4 5 9/16 6 11 /1 s

1000 1250 1250

2000 2650 4050

83 95 118

20 15 10

ale

15/16 15/16 15/16

D

LOAD-OUANTiTY•WEIGHT —

REOOM . UL • ULC AP'X INT. ICS . MAX .LOAD TEST PER.100 PER PKG.

3 1 /4 3 1/4 3 7/16

1 5/16 1318 1 114

400 400 400

750 750 750

9 9 9

100 100 100

8 1 /2 1 15/16 9 7/8 2 1 /4 12 1/1623I8

ADVANTAGES : WE'VE PUT A RIB ON THE INSIDE SURFACE OF THE HANGER CRADLE

THROUGH DESIGN WE'VE MADE THE #41 SERIES LEANER THAN MOST SIMILAR HANGERS . EVEN SO . THEY AR E

FOR EXTRA RIGIDITY AND EASY

RATED FOR GREATER LOAD CAPACITY THAN A LIGHT DUT Y

FEED OF PIPE OR TUBING .

CLEVIS HANGER ( UP TO 4' ) WITHOUT THE BULK AND BOTHER .

E . MYATT & CO . INC.

YOUR ALL CANADIAN HANGER MFG .

ADJUSTABL E SWIVEL RING HANGE R FOR SUSPENSION OF COPPER TUBIN G COPPER CLA D

MATERIAL - Carbon Steel FINISH - Copper plated with zinc knurled nu t ORDERING - Specify nominal tubing size, figure number and name .

DIMENSIONAL DAT A PIPE SIZE

A B C

D

12 3/4

3/8 3/8 3/8

2 13/16

1

2 13/16 2 13/16

1 1

1

1/4

3/8

2 13/16

1

1

1 /2

3/8

2 15/16

2 1 /16

3 3/4

2

3/8

3 7/16

2 9/16

2 1 /2 3 4

3/8 3/8 3/8

3 11/16 4 4 5/8

2 13/16 3 1 /8 3 3/4

1

15/16 15/16

— LOAD-QUANTITY-WEIGHT —

3

E

1 /4 1 /4 1 /4

1 1

5/ 16 5/ 16

15/16

3 3

1

15/16

3

7/16

1

RECOM . MAX-LOAD (LBS .)

UL • ULC APP'X WT. PCS . TEST PERIOD PER PKG . LOAD (LBS)

3/8

400 400 400

750 750 750

1/4

9 9 9

100 100 100

400

750

9

10 0

4 9/16

3/ 16 1 3/8

400 400

750 750

10 12

100 10 0

5 1 /16 5 5/8 6 7/8

1 1 1

600

850

28

50

600

1050

30

50

1000

1500

37

25

3/8 3/8 1 /2

E. MYAfl & CO. INC.


ADJUSTABLE SWIVEL RING HANGE R FOR SUSPENSION OF COPPER TUBIN G EPDXY COATED

MATERIAL - Carbon Stee l FINISH • Epoxy coated over pre gale . with zinc knurled nut . EPDXY COATING IS RECOMMENDED AS FAR SUPERIO R TO COPPER CLADDING WHERE RESISTANCE T O ELECTROLYSIS AND CORROSION IS OF CONCERN . )

ORDERING • Specify nominal tubing size, figure number and name . DIMENSIONAL DATA PIP E SIZE

AB

C

-- LOAD-QUANTITY-WEIGHT —

D

E

RECOI& . UL • ULC APP'X WE 1C& MAX.LOAD TEST PEII .1OO POI PKG .

112 3/4

3/8 3/8 3/8

2 13/16 1 15/16 2 13/16 1 15/16 2 13/16 1 15/16

3 1 /4 3 1 /4 3 1 /4

1 5/16 1 5/16 1 3/8

400 400 400

750 750 750

9 9 9

10 0 10 0 100

1 1 /4

3/8

2 13/16 1 15/16

3 7/16

1 1 /4

1

318

2 1S/16

2 1 /16

1

2

3/8

3 7/16

2 9/16

3 3/4 4 9/16

1 3/8

400 400 400

750 750 750

9 10 12

100 100 100

2 1 /2 3

3/8 3/8 3/8

3 11116 4

2 13/16 3 1 /8

5 1 /16 5 5/8 '

13!8 1 3/8

600 600

850 1050

4 518

33/4

6 7/8

1

,28 30

6o 50

1

4

112

3/16

112

1000

,

1500

37

25

E. MYATT & CO. INC .


Clevis Hangers are recommended Light where ne er tempertaure nor heavy loads are a factor. The upper rod nut must be tightened after erection to insure proper service . See Fig 151 CT copper plated clevis page 1 6 for use with copper tube . Material - Carbon Stee l Finish - Epoxy Coatin g Ordering - Specify pipe size, figure number , and name. EPDXY L i

FIG S.

CLriKS HANGER t IONAL DATA '

[C014X rOtiNG DATA PIPE

SIZE

RE C

MAX LOAD LIS

""*Oci

HGR .ROD

REC HGR SPACING

MATERIAL

TAKE-OU1i ' 8

c

5

! -1

. ..318

150

5 . _ .~ I

1

250

C

318

1 . 114

250

7

318

1 . 1/2 ' 250

8

250

4

1 . _ .1

_

~1-7116

: .

LQrHI

..

1 .718

114

16GAX718 16GAX718

1-114 ~ ._ 1: 314, . .. .1. . 2.114

114

. 16GAX7J6 16GAX716

_ ~

!~

I

._ 1 . 516

2. 114

APPROX WT PER loo

O t PtR

150

. . .. .. -1

2.1511 6

14

1/4

3,4

13GAX716 13GAX718

1 . 314 • 2.318 ! ' 3118

114

3/4

13GAX718 • 13GAX718 , . 25 . .. ;

318 __x . . .3.318 .x . . 2 .15116 . 4 3.418

1/4

1... . 1'116

. 13GAX716 13GAX718.

.316

13GAX716 13GAX718

1 0!

-

3

1

~ 3.314

~ II

3°11116

5

114

4 .96

6 .1/4

114

1 .314 1OGM1 . 114' IOGAX1 . 114 _.1 ..-_112 ~-

3 401

350 '

11

11`2

350

12

11`2

3 .3/4

4 . 3/4

6.5/8

114

350

13

1/2

4 . 1/4

5. 1116

7.1/4

5116

1 . 112 ~ 1 OGAX 1 . 1 /4 I OGAX 1 .114

11 7

400

14

1/2 . _; . 4 .112 , .

5/16

1 .3/4

14 1

.5. 318. ._ : . .7.13/16

90

.114 :.~.~10GAX1. . . 1/4_ IOGAX1 _ ter .' ,10 ~- 1

3116X1 . 1/4 10GAX1 .114

E . MYATT & CO . INC.

YOUR ALL CANADIAN HANGER MFG . ASE3FSTOS CEIVIFNT CLFVIS HANGF R

FIG 1?7AC

Asbestos cement hangers are made to fit the special O .D. of the pipe as listed In th e hangers, ful l table. Typical of clevis visible adjustment is made after erection . The hangers are made full weight for complete safety with flash flood conditions . OTHER APPLICIATIONS FOR CLEWS HANGER S See Fig . 126 For Heavy Cast Iron Pipe See Fig . 124 For Steel and Soil Pip e See Fig . 151CT for Copper Pipe See Fig . 56 For Copper Pipe Material Carbon Stee l Finish • Blac k Ordering Specify pipe size, figure number and name . .-

+....-

'

nn-

COPPER PIP E SIZE

MAX LOAD L9 5 eSSOF

MAX PIP E

O.D.

HGR ROD DNA

HANGER ROD TAKEOUT

-" C

D

E

5

7

112

8. 114

112

F

mAlt-iITAL— MWOk-WT PER Igo uss

....3

1130

4 .0"

4

1430

i

112

' -3-314

5 .2"

518

4.1/8

5-3/4

1940

7 .5"

3/4

5:114

7-314

e

2200

9 .3 "

3/4

179/1A.

9-114

14-112

518_ . ..~ . .

2-518

318X1 .1!2

10

3770

11 .6"

718

i8-112

10-112

16-112

314

2-112

318X2

12

4600

14"

718

1x114

12.518 _

19.314

718

3

14

4600

16"

1

11-118

14-314

22-1/4

7/8

16

48000

18

1

13

16

25-3/8

6

:

:

j_ii .__

. . Y;

_.

1-112

2 1 .1I

3116X1 . 112 3116X1 . 112'

240

. 1-314

5/16 X 1-1121 3116 X 1 -117 1

355

114X1 .112

61 0

114X2

990

112X2

114X2

1450

4-112

112X2. 112

114X 2. 112

2000

4-1/4

112X2.112 : 114X 2. 112

2400

!

E. MYATT & CO. INC.


Split Ring Hanger #12 9 Malleable Iron (Galvanized Only)

BA G APP. WEIGHT 1100 PCS QUANTITY

PIPE SIZE

ATHREAD

B

3/8

318

0 .675

7 .2

100

1/2

318

0 .840

10 .6

100

3/4

3/8

1 .050

12 .4

100

1

318

1 .315

13 .6

100

1 114

318

1 .660

17 .2

100

1112

3/8

1 .900

21 .0

100

2

318

2.375

28.8

100

2112

1/2

2 .875

54 .0

50

3

112

3.50

66 .2

50

4

1 /2

4.50

80.6

50

E. MYATT & CO. INC .

C


#16 3

GALVANIZED TINNED CLIP S Pipe Size

Weight ,100 pcs.

Bag Quantity

112

3.5

100

314

6.0

100

1

9.5

1

100 I

1 1/4

10.2

100

1 112

11 .5

100

2

14 .0

100

2112

17.5

2.5

3

19.0

2.5

This product is meant to enhance our line of fine products , and enable you to obtain your hanger requirements from one source , thus saving time and shipping expense .

- E . Myatt & Co. Inc. is a "full line" hanger manufacturer, ing wholesaling in Canada .

E. MYATT & CO . INC.


MYATT# 164 VC "UL" LISTED

2 HOLE PIPE STRA P

Size 3/4 1 1-1 /4 1-1/2 2

R 1 .050 1 .313 1 .660 1 .900 2 .375

Material 20 g . x 1-1/8 pre-Gals.

Std . Box • . 100' 100' 100 ' 100' 100'

Wei • h t 8 lbs ./c 9lbs ./c 10 lbs .lc 11 lbs ./ c 12lbs .lc

DIMENSIONS IN INCHE S FUNCTION: The Fig . No . 164 two-hole strap Is manufactured with the companys uniqu e 'Per-Groove', which uses the classic design of the arch to add strength . Edges are flare d to protect the integnty of VC piping . To be installed by two ft 12 x 1' slotted hex hea d screws to be supplied by the manufacture r

APPROVAL : Undecwnter's Laboratones approved for the of VC & PB pipin g '200 #12x1 ' hex slotted screws su pp lied per box .

BOX QUANTITY ONLY, ADD TO YOUR PREPAID ORDER TODA Y

Section 3 BRACKETS and S Epoxy Pipe Stay

Fig., 326

SINGLE 1/2 C x 3/81P 3/4 C x 1/2 IP 1 C x 3/41P 11/4 C x 1 IP 11/2Cx11/41P

A 21/4 2114 21/2 21/2 33/4

A-1 17/16 17116 15/8 15/8 23/4

B 3114 3 1/4 3 3/4 3 3/4 -

B-1 2 9/16 2 9/16 2 3/4 2 3/4 -

1 1/2 113 2 IP

41/4 4 3/8

213/16 2 3/4

-

-

A 1 7/8

A-1 1 1/8

C 2 1/2

D 1 3/4

E 11/16

F 3/4

C-C 3

_ 17/8

11/8

21/2

13/4

15/16

3/4

3

DOUBLE ii2 C x 3/8 IP lI4Cxl/21P

.

C 2112 2 1/2 31/4 31/4

D 13/4 1 3/4 2 2

E 11/16 15116 13/16 17116

F 3/4 3/4 7/8 7/8

FASTENER 1/4 114 1/4 1/4

4 41/2 5

3 3 3 112

111116 1 15/16 27/16

1 1 118 1 1/4

1/4 1/4 1/4 DIAMETER FASTENER 114

.

1/4

D

c

E. MYATT & CO. INC.

101 BRISBANE ROAD, DOWNSVIEW ONTARIO M3J 2K5

(416) 663-6280

FAX (416) 663-6377

40 6

• FIG . NO . 406 TOP BEAM CLAM P

Material Finish .w•. Ordering

- Malleable Iron - Blac k - Specify Rod Size. Fig . No. & Nam e Remarks - For use in attaching a hanger rod to the to p flange of a bar joist .

407

Note: Fig . Nos. 406 & 407 complete with lock nut .

SERIES BEAM CLAM P

406 A

Material : Malleable Iro n Material Standard : ASTM A 47 Grade 3251 0 Surface finish : Plain (Lacquer or machine oil ) Zinc-plate d Bolt Thread : 3/8 " – UN C *with carburation h'arding steel screw and nu t

Ro d Size 3/8" 318a" 1/2" 518" 314"

407

A 1-7/8" 1-7/8" 2-1/16" 2-3/16 " 2-3/8"

B C 1-7/32" ' 1-9116" 1-5/32" 1-21/32" 1-1/5" 1-5/8" 1-115" 1-3/4 " 1-1/5 " 1-3/4"

D 7/8" 7/8" 31/32 " 1-1/16 " 1-1/16"

E 13/32" 15/32" 7/16 " 1/2" 1/2"

Max . Rec . Loadlibs . 40 0 400 . 50 0 60 0 120 0

WIDE MOUTH BEAM CLAM P

D

Material : Malleable Iro n Material Standard ASTM A 47 Grade 3251 0 Plai n Surface finish Zinc plate d *with carburation harding steel screw and nut . Rod Size A 3/8" "2"' 518" 314"

B 1-1 /1 6" 1-1116" 1 1-3/8" 1-3/8"

C 1-7/8" 1- 718" 2-5/16" 2-3/8"

D 1-5/8" 1-5/8" 2-1/4" 2-3/8"

E 1/2" 1/2" 3/4" 3/4"

Max . Pipe Size 4" 4" 5" 6"

Ma x Re c Load/lb s 40 0 50 0 85 0 900

R ALL CANADIAN HANGER MFG . FIG 425 HOOK TIE BOL T

t USED WITH SLIP—ON AND MECHANICAL TS O N PIPE,

VALVES AND

FITTING .

REINFORCES THE T

IN THE EVENT OF STOPPAG E

OR REVERSAL OF FLOW IN UNDERGROUND PIPE SYSTEMS .

ROD . 3/4

DIMENSIONAL DATA H T L 3/4

4—3/4

3—3/4

~

WT. ?E R

g oo

13 5

MATERIAL — CARBON STEE L FINISH

— BLAC K

REMARKS

— COMPLETE WITH ONE HEAVY HEX NU T

ORDERING — SPECIFY FIGURE NUMBER

FIG 520 c

'CLAM P Material : Malleable Iro n Material Standard : ASTM A 47 Grade 3251 0 Surface finish : Plai n

Ma x Rod Size

2-3/8 718" 3-1/2"

FIG 4g2

B Rod Take Out (Clamp only ) Beam Flange Width (inches ) 6 7 3 4 5 3-7/16" 1 3-5116" 1 2-15/16" 12-9116" 11-718"

Max. Rec. Load/lb s 1365

EXTENSION PIECE

Material Malleable Iro n Material Standard : ASTM A47 Grade 3251 0 Surface finish Plai n

E

*can be used with 630# Center Load Beam Clam p

Ro d Siz e A 318" 1/2" 518" 3/4" 718

For Pipe Size

B

C

D

E

F

G

112" to 2" 2-112 to 3-112 4" to 5" 6" 8 to 12

1/2" 1/2" 112" 1/2" 9116

1/2" 5/8 518" 518" 3/4"

1-114" 1-318 1-112" 1-314" 1-718

2-1116" 2-5116 2-7116"

9116" 11116 314" 718" 7/8

1-114" 1-3/8 1-7116" 1-11116" 1-3/4

2-718"

3

Max . Rec . Load/lbs . 61 0 113 0 155 0 210 0 235 0


FIG 59OURLINc LAMP' Material : Malleable Iron Material standard : ASTM A47 Grade 3251 0 Surface finish . 290P# - Plai n Bolt Thread : 3/8" UN C - with carburation harding steel screw and nu t

Installation Instructio n A Hex Nut is provided for tightening adjustment purpose .

Rod Size 3/8"

Max . Pipe Size 4"

Max . Rec . Load/lbs . 400



Rod Threaded Ceiling Flange (Galvanized Only ) #534

Fig. 534 NOMIALA SIZE

A. Thread

B

C

APP. WGT

BAG (Lbs. per 100 pcs) QUANTITY

D I

3/8

3/8 UNC

1/2

3-5/16

2.7/16

.14 .2

100

1 /2

1 /2 UNC

1 /2

3-5/16

2-7/16

13 .6

100



MYATT # 543 - 3/8 - 1/2 EYE SOCKET MYATT # 544 - 3/8 OFFSET EYE SOCKE T 2.15/1 6 DIMENSIONS IN INCHES

a NOTE : This eye socket allows instillation lo bs lush, vela sable Nippon REGULARLY FURNISHED : MsW dsl is 11 ga. low carbon sisal, iIsc o Inc plead finish. FUNCTION: Designed for attaching hanger rod to a wood structure with a lag screw . lag sp ew .

L by

IMmwwrt*

Lawman.

A —*P I I ♦"".~B ...r

UMW M UnIe wNir WIN - - - - M Gras

Rod C 1 1'7/16

D .3/8 1 .7,8 13/32 1/2 2.3/4 11/16 11/16 REGULARLY FURNISHED : Material is 11 ga. low carbon steel. Nectro'zinc plated finish.

•

1

E 3!8.16 112. 13

Std. F Box It ya. . 500 8• . 100

FUNCTION : Designed for attaching hanger rod to a wood structure with a lag screw .

LMNd by I-bo imOdss. he

Wise by Undeev r-ii' Wio~M1o~111 d Gases

ADD TO YOUR PREPAID ORDER TODA Y

Wt. Each .0 6 .14

ECONOMICA L FAMILY

Fig,

Material - Malleable cast iro n Finish - -- Blac k Ordering - Specify rod diameter , figure number and name .

ILLUSTRATION 3 A

Fig . 5

MALLEABLE EYE SOCKET

FIG . 5 Eye Sockets are tapped with Nationa l Coarse thread for use with machine bolt s or hanger rods .

ENGINEERING DATA PIPE HOLE DIAMETER SIZE

ROD SIZE A 3/8

1/2 - 2

V2

2'/2 - 3 3 '/2 - 5 6 _8

5,''g 3i4

Fig,

122

DIMENSIONAL DATA C

APPRO X WT PER 100

1X16

10

B

% 3/8

7/8

'/2 S/8

2

14

1 Y/4

2 546

1%

2'

30 42

. ..Light Duty Clevis Hanger ;

Light Duty Clevis Hangers are recommende d where neither temperature nor heavy loads ar e a factor . The upper hanger rod nut must b e tightened after erection to insure proper service . See Fig . 151 CT page 16 for use with copper tube . Material - Carbon stee l Finish - - Blac k Ordering - Specify pipe size , figure number and name .

Fig . 12 2

LIGHT DUTY CLEVIS HANGE R

FIG . 122

DIMENSIONAL DAT A

ENGINEERING DATA PIPE SI PS

REC HGR HGR SPACING ROD (FT) 9IA A

ROD TAKE-OUT B

MATERIAL C

0

E

F

1 1 '/4 1%

1 K6 1 3/4 2 V4

1 2/8 2'/4 2%

1/4

1/4

V/4

%

'/4 'l4

3/4 3/4

1/4 'l4

1 '/8 1 '/4 1%

V/4 1/4

1 3/s

3/8

150

5

3/8

150 250 250

5 6 7

3/8

3/a

1 3/4

2%

3'/s

1'/a 1'/2 2

250

8 9

% % 3/a

2 % 2% 3

2%

3'/a

3K6 3%

4i6 5

2' /2 3 3'/2

350 350 350

1 1 12 13

'/2

3 3/4 3 3/4 4 '/4

4 5/8 4 3/4

6'/4 6%

4

400

14

4'/2

5%

1

250 250

,

10

% 3/8

V2 V2

57'/4

S/6

1 V2 1 '/T

7' 3/

M6

1 3/4

E . MYA~TT & CO . 4

APPRO X WT PE R 104

1

RECOM MAX LOAD LAS

UPPER

LOWS 2/s

16GA x

7/8

14

16GA x 13GA x 13GA x

2/8 7/s 7/8

15 24

13GA x

2/s 7/8 7/s

13 GA x 13GA x 13GA x

?/8 7/8 '/8


7/8 7/s '/8

31 34 40

1 OGA x 1 ~/4 1 OGA x 1 I OGA x 1 1/a

10GAx1 1 OGA x 1 1 OGA x 1

'/4 1/4 1/4

90 10 1 11 7

6 x 1 '/4

I OGA x 1


TORONTO ONTARI O

25

141

Section 1 PIPE ATTACHMENT S

Fig . 124

Standard Clevis Hange r

Standard Clevis Hangers are recommended as the mos t satisfactory general purpose pipe hangers available for use with non-insulated pipe . Two or three hangers may be installed as temporar y s while the line is being erected . Final hange r installation and adjustment may be made after the pipe is coupled or welded . There is adequate visible adjustment which may b e made after erection (see column F) . The hanger may be locked in position after adjustment by means of the upper nut on the hanger rod . The hinged upper section of the hanger provides fo r small longitudinal movements of the pipe . Pipe sizes over 12 inch are made with special cross bolt to prevent deformation of the clevis top .

Fig . 12 4

Material - Carbon stee l Finish - - Black Ordering - Specify pipe size, figure number an d name .

ILLUSTRATION 5 A

Standard Clevis Hanger s are ideal for the of soil pipe . Use standard sizes .

Other Application s See Fig . 124L Page 6 for insulated pipe . See Fig . 125 Page 7 for heavy duty service . See Fig . 251 Page 31 for complete vapour barrier . See Fig . 151CT Page 16 for use with copper tubing .

STD CLEVIS HANGE R

FIG . 124 ENGINEERING DATA plp E SIZE

3/4 1

RECOM MA X LOAD LB 650°F

300

1 1/4

1 1/2

RECOM HANGER SPACING (FT)

HANGER ROD DIA A

67

2

9

MATERIAL C

3/8

1 7/8 1 7/8

2 3/4 2 3/4

3/8

2 2 2 1 /2

2 7/8 2 7/8 3 5/8

8

610

DIMENSIONAL DATA HG R RO D TAKEOUT B

10

D

3 3 3 3

E

5/16 7/ 16

3/4 7/8 4 13/ 16

1130

11 12 13

1/2

2 1 /2 3 1 /2 3 3/4

3 3/4 4 3/4 5

5 3/16 6 1 /2

4 5 6

1430

14

5/8

3 7/8

1800

16

5/8

4 1 /2

1940

17

3/4

5 1 /8

5 1 /4 5 7/8 6 3/4

8 10 12

2200

19

3 770 3770

22 23

3/4 7/8 7/8

6 1 /2 8 9

14 16

4600

25

1

4600

27

1

18 20

4800 4800

28

1 1 /8

24

4800

30

6000

32 32

2 1 /2 3

31 /2

30 1 1 /4

F

5/16

7/8

3/8

3/4 3/4

UPPER

LOWE R

1/8 X 1 1 /8 X 1

1 /8 X 1 1 /8 X 1

3/16 X 1

3/16 X 1

APPRO X WT PE R 10 0 33 36

68 73 81

1 1 /4 3/8 3/8 3/8

1 1 /4 1 5/8 1 1 /2

3/16 X 1 1 /4

3/16 X 1 1 /4

11 2 13 5 17 5

7 1 /2 8 11 /16 10 1/ 16

3/8 1 /2 1 /2

1 1 /2 1 5/8 2

3/16 X 1 1 /2 1 /4 X 1 1 /4 1 /4 X 1 1 /2

3/16 X 1 1 /2 3/16 X 1 1 /4 3/16 X 1 1 /2

18 7 22 6 31 5

9 10 11 1 /4

13 1 /4 15 3/8 17 5/8

5/8 3/4 3/4

2 7/8 2 3/4 2 7/8

1 /4 X 1 3/4 3/8 X 1 3/4 3/8 X 2

3/16 X 1 3/4 1 /4 X 1 3 /4 1 /4 X 2

560 950 1170

10 3/8 11 1 /8 13

12 3/4 14 3/4 ' 16

19 3/4 22 3/4 25

7/8 7/8 1

3 1 /8 41 /8 4 1 /4

1 /2 X 2 1 /2 X 21 /2 1 /2 X 2 1 /2

1 /4 X 2 1 /4 X 2 1 /2 1 /4 X 2 1 /2

2000 2400

14 7/8 18 7/8

18 1 /2 22 3/4

241 /4

28

28 1 /2 34 3/4 43

1 1 1 /8 1 1 /4

5 6 3/4 8

5/8 X 3 5/8 X 3 3/4 X 3

3/8 X 3 3/8 X 3 3/8 X 3

4000 496 0 6860

7

1450

12/9 6

E . MYATT & CO .

TORONTO

ONTARIO

5

Section 1 'PIPE ATTACHMENT S

Fig .

long Standard Clevis Hange r

124 L

Material - Carbon stee l Finish - - Black Ordering - Specify pipe size, figur e number and name .

Fig . 124L

Long Standard Clevis Hangers are recommended for covered pipe up to a maximu m temperature of 650°F . The cross bolt is completely outside the insulation to prevent damage to the insulation from the hinging action of the hanger during pipe expansion or contraction . Pipe sizes over 12 inch are made with a special cross bolt to prevent deformatio n of the clevis top . Modified hangers are required for insulation thicker than that shown in the dat a table below .

See Fig . 125L Page 7 for heavy duty service . See Fig . 251 Page 31 for complete vapour barrier .

LONG STD CLEVIS HANGE R

FIG. 124L

DIMENSIONAL DATA

ENGINEERING DATA PIP E SIZE

1

RECO M MA X LOAD LB 650°F

3/4

300

RECO M HANGE R HANGE R RO D DI A SPACIN G (FT) A

6

143 0 180 0 194 0 2200

8 9 10 _ 11 12 13 14 16 17 19

10 12

3770 3770

22 23

14

4600 4600 4800

25 27 28

1 1/4 1 1 /2

2 2 1 /2 3 31/2_ 4 5 b 8

16 18 20 24

61 0 ~ 1 130

4800

3/8

7

30 32

HG R RO D TAKE OU T B

2 3/ 4 2 7/ 8 3 7/8

1 /2

4 4 7/ 8 5 1/8

3/4 7/8 7/8

6 6 3/ 4 7 3/8 8 314 1 0 3/8 1 1 7/8

1 1

13 1 3 3/4

1 1/8

15 5/8

1 1/4

MATERIAL C

2 1 /2 25/8

3/8

5/ 8 5/ 8 3/4

, MAX INSU L THI(~

16 3/4 20 5/8

1 1 1,'21 1 1/2

D

E ~, ,

3 3/ 4

4

1 /4

33/4

4

3/

3 7/ 8 3 7/ 8 5 1 /8

4 // 8 -~ , 8 4 6 1/4

/8

5 1/ 4

6 5/ 8

3/8

6 /4 6 1/2

8 8 1/ 2

r7 / 4 2 1 /2 8 3/ 8 9 /4

f -- -UPPER

F ;? / R

;

.3, c1

;!f '

,e 2

,

2 1I2 2 1 /2 3

1 1 1 /2 1 2 1 /2 1 4 1 /4

~ 1 5 3/4 1 7 7/8 20 5/8

5/8

2 7/8

3, 4

2

T1,4

2 7,'2

223/4 25 3/4

-7/8 ' '5

31/8

3

1`3,4 1 7 3/4 19

28

3

21 1/2 25 3/4

1 31 1/2 37 3/4

1 /8 X 1 /8X 1

40 50

:6

3,16 X 1

80 85 10 5

3,16 X 1 1 '4

3 / 1 6X1 ; 4 4

14 0 17 0

3 , 16X 1 1, 2 X 1 ;'4 X 1, 2

3 /16 X 1 1 / 1 3/16, X 1 1 / 4 3/ ; 6 X 1 1/2

19 0 23 0 27 0 39 5

1 i 4 X 1 3/4 7 X 1 3'4 X 2

3/ 16 X 1 3/4 1 /4 X 1 3/4 1 /4 X 2

f;i 0 98 5 162 5

11 ,/ .~

1 ,' 2 1 1 1 /8 1 2 1/2

I/8 X 1 8X

3' 4 3/ 4

:

LOWE R

APPRO X WT PE R i 00

1

r

2

.

1/4X2

215 0

4 1 /8

1 /2 X 2 1/2

'2X2

1/4 X 2 1/2

256 0

1

4 1/4

1/2 X 2 1/2

1/4 X 2 1/2

350 0

1 1 1-8

5 6 3/4

5/8X3

3/8X ;

019 0 5150 12/9 6

. 6

1', ti11~AA fl

.

(

I ORON1'( )

Section 1 PIPE ATTACHMENT S Fig .

12 5

Fig .

125L

Heavy Long

Duty Clevis Hange r

Heavy

Duty

Clevis Hange r

Fig . 125 Heavy Duty Clevis Hanger is recommende d for of very heavy pipe loads as listed in th e data table . All sizes are made with special cross rods with four nuts to prevent deformation of th e clevis top . Fig . 125L Long Heavy Duty Clevis Hanger is made to the same specification as Fig . 125 but with the lower strap extended for maximum insulation thickness a s shown in the table . The cross rod is completely outside the insulation to prevent damage to the insulatio n from the hinging action of the hanger due to pipe movement . Fig . 125

Fig . 125L Material - Carbon stee l Finish - - Prime coat corrosion resistant paint . Ordering - Specify pipe size, figure number and name .

Modified hangers may be obtained for special O .D . pipes or for insulation thicke r than the maximum listed in the data table .

See Fig . 126 Page 8 for use with cast iron pressure piping . See Fig . 124L Page 6 for Long Standard Clevis Hangers . See Fig . 124 Page 5 for normal service . FIG. 125

HEAVY DUTY CLEVIS HANGE R ENGINEERING DATA

PIPE SIZE

3,

3½ 4 5 6 8 10

12 14 16

RECOM MAX LOAD Lt 650°F

RECOM HANGER HANGER ROD SPACING DIA (FT) A

12

2700

3/4

3% 3%

~% 8 %/8

4 4 3/4

3300 3300 4960 4960

13 14 16 17 19

1 1

6000

22

8000 .

1 'h

23 25

1'/4

8000

DIMENSIONAL DATA HANGE R ROD TAKEOUT d

5'/2 6'h 8

9% 10

1 /2

27

PIPE SIZE

3 3%2 4 S

RECOM MAX LOAD LB 650°F

C

D

E

5'/8 5% 5 7/e 6 3/4 7 3/4 8 3/4

6 ~% e 7%

F

UPPER

LOWE R

'/2

1 '/2

3/8 x 1 1/2

'/4 x 1 '/2

8'/8

s/e

1 '/2

8/8

1 3/4

%x2 %x2

'/4 x 2

9{6

11 14 6

3/4

1 3/4

i/2 x 2

%x2

31(6

3/4 3/4

1 3/4

'/2 x 2'/2

% x 2'/2

145 0

2%

'/2 x 2'/2

% x 2'/2

3 3 3%

%x3 % x 3'/% 2 3/4 x 3'/2

'/2 x 3 '/2 x 3'/2 'h x 3'/2

173 0 328 0 4000 4770

10 '/2

15'/8

12 3/4 13 %

19 y8 20 23'/8

15'/8

..

1

_

1

x2

305 32 5 50 0 57 0 93 0

LONG HVY . DUTY CLEVIS HANGE R ENGINEERING DATA RECOM MG R MGR MGR ROD SPAC- ROD TAKEING DIA OUT (FT) A a

3300 3300 4960 6 ~ 4960 8 10 6000

12 13 14 16 17 19 22

12

8000

23

14 16

8000

25 27

2700

_

11 %

FIG. 125L

APPRO X WT PE R 00

MATERIAL

3/4

7/e 2/8 1 1 1 'e 1 1/4 1y2

'

4 7/8 5%

DIMENSIONAL DAT A

MAX INSUL THK

C

D

E

F

UPPER

1'h 2

6% 7%

8% 9% 10 % 11 % 133f6 156 18 % 22'/8 23 % 26/8

,

/2

,

1/2

, 3fex1/2

,/4

3i 5/8 34

1 '/2 1 3/4 1 3/4 1 3/4

%x2 %x2 '/2 x 2 '/2 x 2'/2

'/4

6'/4

7'/e 7 7/6 9'/e 10' 12 3/ 13 148

8'/8 2'/2

2'/2 2'/2

3

APPRO X WT PE R 1 00

MATERIAL

9 10 11 '/4 13 15 3/4 16 % 18 /e

E. MYATT & CO .

3/4 3/4 1 1

2%

3 3 3'/2

x 2'

%x3 % x 3'/2 3/4 x 3'/2

LOWE R

, x1/2

x2 x2 %x2 % x 2'/2 % x 2'/2 '/2 x 3 '/2 x 3'/2 '/2 x 3'/2

340 370 560 630 102 0 158 0 187 0

3500 425 0 505 0

TORONTO ONTARI O 7


Fig. 126

Special O .D .

Heavy

Duty Clevis

Hange r

(FOR HEAVY CAST IRON PIPE ONLY ) Special O .D . Heavy Duty Clevis Hangers are designed fo r use with flanged or bell and spigot cast iron pipe . The pipe O .D . is as shown in the data table . Material sizes and hanger rod diameters have been increased for this service . Material - Carbon stee l Finish - - Blac k Ordering - Specify pipe size, figure number and name . For steel pipe see Fig . 125 page 7 (heavy dut y service) and Fig . 124 page 5 (normal service )

Fig . 126

SPECIAL O .D . HEAVY DUTY CLEVIS HANGER (FOR HVY CAST IRON PIPE ONLY )

FIG. 126

ENGINEERING DATA HANGE R RO D RO D TAKE RECOM DI A OUT MAX LOAD LBS A B

PIP E SIZE

4 6 8 10 12 14 16 18 20 24

Fig .

3/4 3/4

2 710 2 710 3 770 3 770 4600

1

4600 4700 4800 4800 6400

1 1 1/4 1 1/4 1 1/4 1 Y2

'/8 '/8

4

5

1/2

7 8 9 1/2 1 1 '/4 12 1/2 14¼ 15 1/2 20 5/8

DIMENSIONAL DATA APPRO X WT PE R 10 0

MATERIA L

PIPE O .D .

C

D

E

F

4 .8 6 .9 9 .0 11 .1 13 .2 15 .6 17 .8 20 .0 22 .0 26 .3

5 3/4 7 1/2 9 3/8 10 1/2 12 14 15% 17% 19% 23916

8 '/8 1 1 13'/8 1646 1 8 5/8 21 1 1 6 2 49;"6 27% 30% 36 3/4

5/8 S/8 3/4 3/4 7/8

1 1/8 1 5/8 2 1/2 2 3/8 2 ~i6

3/8 3/8 3/8 1/2

x 1 1/2 x 1 '/2 x2 x 2 x 2'/2

'/4 1/4 1/4 % %

7/8

2 1 S ~'6

'/2 x 2'/2 1/2 x 3

3/8

128

1 1 /8 1 /8 1 /4

UPPER

3'/8 3 1516

LOWE R

3/8 3/8 3/8 3/8

5/8 x 3 5/8 x 3 %x4

4 91 6

6 3/8

x 1 1/2 x 1 '/2 x2 x2 x 2'/2 x 2 1/2 x3 x3 x3 x4

42 5 50 5 85 5 1 31 0 197 5 230 0 313 5 400 5 433 0 6905

Single Lug Plate Single Lug Plates are a convenient and economical welded attachment to steel pipe or to structural steel . Four common application s are illustrated . The hole size and dimension 'B' may be modified to your requirements . TYPE C SPRIN G HANGE R

Case I I Case 1 WELD TO STRUCTUR E

Material - Carbon stee l Finish - - Blac k Ordering - Specify rod size, figure number and name . SINGLE LUG PLAT E

FIG . 128

ENGINEERING DATA RO D SIAZE

3/8 5/8 3/4 7/8

610 113 0 1810 271 0 3770

1 1 1/8 1 1/4 1 3/8 1 1 3/4 2

4 960 6230 8000 94 70 1 1 63 0 15700 20700

'/2

Case I V Case III WELD TO- PIP E Fig . 128

RECOM MA X LOAD LB 650°F 750° F

5 40

4 3/4

1010 1610 2420 3360 4420

5 5 5'/4 5 1/4 6 1/2 6'/2

5 560 7140 8 400 1 0 3 70 14000 18 460

F . MA l - 1 & ( - O . 8

DIMENSIONAL DAT A

HGR ROD TAKE-OU T CAS E CAS E CASE I, III* II IV *

6 7 7 8 9

1/2 3/4 3/4 1/2

2 16

B

1 3/4 2

C

3/4

2

2'',i'6

2 2'/4 2 1/4 2 1/2 2 1/2 2 1/2

2 3/4

2 3/4 2 3/4 3 3 1/2

4 4 3/8 4 7/8

2 3/4 2 3/4

2 1/4 2 1/4

3

5 5/8

3'/2

2'/2 3

TORONTO

3 3ii6 3'/4 3 1 1 1~6

3 3/4 3'/8

2 2 '/4 2 1/4 2'/2 2 '/2 2'/2

ON - I ,1 K I O

1 1 1 '/4 1 1/4 1 '/2 1 1/2 2

HOLE

MATERIAL

'/4 x 2 1/2 3/8 x 3 3/8x3 '/2 x 3 1/2 V2 X 3 1/2 5/8 x 4 3/4 x 4 3/4 X 4'/2

916 916

' 46 13 j 6 1 16

1 '/8 1 1/4 1 3/8 1 '/2 1 5/8 1 '/8

1 1

2'/8

1'

x3 x3 x3 X 4 x4 x4 x4 x4

APPRO X R W100

53 95 95 19 6 19 6 28 0 33 5 3 78

x 5 _ 52 5 x5 69 5 x 5'/2 x 5 76 5 x 6 1/2 x 6 12 5 0

3/4 x 5 xS


Figs .

130,

131,

132

Double

Lug

Plate s

Double Lug Plates for the of variou s pipe bends may be obtained to any require d specifications . Standards are given here for your convenience covering a wide range o f applications . These lugs are designed t o allow the hanger rod to lie on the pipe cente r line and to develop the full strength of th e hanger rod in ing the pipe . Supplied complete with bolt, nut and spacer . Connections are either by Weldlcss Eye Nu t Fig . 480 Page 52, or by Welded Eye Rod Fig .

Fig . 130 (or SR ells ) Fig . 131 (for LR ells)

440 Page 49 . Material - Carbon stee l Available in aIlu % el(lifg to 'Illu, n Fig . 13 2

Finish

(for use with pipe bends )

-

steel fo r pipe

- Black

Ordering - Specify pipe size, figure number and name .

TYPICA L END SECTION

Fig . 130 - Used with SHORT radius weld ells . Fig . 131 - Used with LONG radius weld ells . Fig . 132 - For use with five times nominal pipe size radius bends . (Also available for pipe bends of special radius )

FIGS. 130, 131, 132

PIPE SIZE

)


750°F

2 2 %s 3 3½

1 130 1130 1810 1810

1010 1010 1610 1610

4 5

2710 2710

2420 2420

6

3 770

3360

8

3770

3360

10

3770

3360

12 14 16 18

3 770 4960 4960 4960

20 24

6230

3360 4420 4420 4420 5560 5560

6230

DOUBLE LUG PLATE S

MA X INS THK

1

1 1 1/2

1

1/2

'/2

ENGINEERING DATA HANGER ROD TAKE OU T FIG . 130 FIG . 131 FIG . 132 FS • FS FS RO D W EYE WELDE D W EYE WELDE D W EYE WELDED SIZE NUT EYE ROD NUT EYE ROD NUT EYE ROD A B C B C B C

'/2 1/2 % %

3% 4 4 7/8

3/4 '/8 7/s ~% 8 7/8

5'/2 6 /4

1 1 1 1 1/8 1 /8

4% 5 Y4 6 7/s 7 3/8 7 7/8 81/ 8 3/4 9 1/4 9'/4

10

2% 3 3 '/2 3 3/4 3'/2 3 3A -4 1/4

5 5 1/2 6 6 6 '/2 7 7

8

3 1/4 3 1/2 4 '/8 3 7/8 4'/2 41/2 5 4 7/8

4'/e 4 7/8 4 34 4 3/4 4 1/4 41/4 4

2 '/4 2'/2 2 3/4

S/8 1 /2 1 i/8

1% 2 '/2 3 1/4

3 2 34

3'/8 4

4 5

2 34 3

6 1/4 8

3 3 3 2'/2 2 1/2 2 2 2

12 % 18'/8 22 % 27 344 32 3/4 37 34 43 1/4 54

3/4 8 10 14'/2

20 24 '/2 30 35 40 45'/2

56

DIMENSIONAL DAT A

OD OF SPACE R D

E

R

T

3/4 34 7/8 7/s

% s/8

3/4 34 3/4 3/4

'/4 ' %

3/4 3/4 3/4 3/4 7/s

1 1 1 '/4 1 '/4 1 1/4 1 /2

1 1

1/2 1/2 1 1/2 1 1/2 13/4

1

1 1 1 1/s 1%

1 1 1 1/4 1 '/4 1 '/4 1 1/4

% % % % % '/2 1/2

11 6

1)(6 1 X1 6 11 6

11 11(6

15(6 1 516

15(6

%

15(6 1 11(6

1 1/2

% %

1'316 1 '%6

1 '/4

1 1/2

3/4

1 1/2

2

3/4

1 X3 1 6 1 5(6

1 '/4

1 '/2 1 1/2

E . MYATT & CO. LTD., TORONTO ONTARIO 9


13 3

Fig .

134

Standard Heavy

2-Bolt

Duty

Pipe

2-Bolt

Clam p

Pipe

Clam p

2-Bolt Pipe Clamps are used to suspend uninsulated pipe lines . Attachment to the clam p by means of Welded Eye Rods or Weldles s Eye Nuts permits movement of the pipe in any horizontal direction . Fig . 133 is normally supplied without loc k nuts and spacer . Fig. 134 is supplied with spacer . Material - Carbon stee l Finish - - Blac k Ordering - Specify pipe size, figure number and name .

Fig . 133 Standard Fig . 134 Heavy Duty

See Page 13 for Alloy Clamp s

FIG. 133

STANDARD 2-BOLT PIPE CLAMP ENGINEERING DATA RECOM MAX LOAD LB FOR SERVICE TEMP 650°F 750°F

PIPE SIZE

Y: V4

1 1'/4 1 %s 2 2 Y2 3 3'/: 4 5 6 8 10 12 14 16 18 20 24

RECOM MGR SPACING (FT)

RECOM ROD SIZE A

500 500

450 450

5

%

6

%

500 500 800 1050 1050 1050 1050 1050 1050 1620 1620 2500 2500

450 450 720 940 940 940 940 940 940 1440 1440 2230 2230 2230 2230 2720 2720 2720

7 8 9 10 11 12 13 14 16 17 19 22 23 25 27 28 30 32

% % % 1/2 '/2 '/2 '/2 % % 3/4 '/a

2500 2500 3050 3050 3050

FIG . 134

'

s 11/4 1 1/2

1 3/4 2 2 1/4 2'/2 2'/e 3'/4 3 1/2 3 3/4 4% 5 6'/4 7% 8% 9 10 11 1/4 12'/4 14'/4

1 1 1 1/8 1 1/4 1 1/4

DIMENSIONAL DATA

MGR ROD TAKEOUT FS WELDED W EYE EYE ROD NUT

APPROX wT PER 100

c 2 2'/e 2% 2% 2'/e 3'/4 3% 4 4'/4 4 3/4 5'/2 6'/4 7'/4 8 34 9 3/4 10% 11 1/2 12 3/4 14 16

_

D

E

F

M

MATERIAL

'/8 11 6 1 f6 1'J6 1% 2% 2 7/11 3'/2 4 4'/2 51'6 6% 8% 10 34 12 3/4 14 16 18 20 24

% % % 3/8 1 12 1/2 '/z '/2 1/2

'16

1%

~~ %

2K6 23(6 2~6 a 2% 3'h 3'h 3'/e 4 1h

' x1 '4 x 1

% % 3/4 3/4 '/8 '/8 '/8 '/8 1 1 i/8 1 '/4

RECOM MAX LOAD LO FOR SERVICE TEMP 650°F 750°F

RECOM MGR sPACING (FT)

3 3½

2600 2200

2320 1960

12 13

4

3520

3150

14

3520 3150 4880 • 4350 4880 4350 6000 53 50 8680 7750 9120 8150 9120 8150

16 17 19 22 23 25 27

5 6 8 10 12 14 16

1 1 1 '/e 1 '/e 1 1/8 1'/8 1 '/4 1% 1 '/2

4'/2 5'e 5'/e 7 1/8 8 1/2 9'/2 10% 11 % 12 % 13 % 15 216

1/,x2½ 1h x 2'h % x 2'/2 % x 2 1h % x 3

RECOM ROD SIZE A

DIMENSIONAL DATA MGR ROD TAKEOU T FS WELDED W EYE EYE ROD NUT B C

3'/4 3'/2 3 3/4 4% 5'/4 6'/4 7 3/4 9 1/4

10 11 E . MYATT & CO .

10

3/4 3/4 '/e '/e

35 36 40 11 0 14 1 14 9 16 1 16 8 260 28 5 53 5 675 1400 1570 2040 2370 2700 3640 5230

HEAVY DUTY 2-BOLT PIPE CLAM P ENGINEERING DATA

PIPE SIZE

% % 3/4

'/e x 1 '/8 x 1 '/4 x 1 '/4 x 1 x 1 x 1 '/4 x 1 '/4 x 1 '/4 1/4 x 1'/4 % x 1 'h % x 1'h 1h x 2 'h x 2

30

4'/2 4 34 5 5% 6 3/4 7 34 9'/4 1 12 13

'/4

APPROX WT PER 10 0 D

E

3'/2 4

3/4 3/4

1

F

4'h

1

4'/2

'/e

5'(6 6% 8% 10 34 12 3/4 14 16

'/a 1 1 1 '/4 1 '/2 1'/2 1 '/2

1 1 1'h 1 '/4 1 '/4 1% 1% 1%

4% 47

TORONTO ONTARIO

M

5'/2

6% 7% 9'/i 10',4 11'h 12'i6

MATERIA L

'/4 x 2 1/4 x 2

%x2 %x2 '/4 x 2'h 'h x 2'h % x 2'h 34 x 3 34x3'/2 3Xi x 3'h

32 0 35 0

73 0 80 0 149 0 1730 2670 468 0 569 0 615 0

Section 1 PIPE ATTACHMENTS

Fig .

Standard 3-Bolt Pipe

135

Clamp

Material - Carbon stee l Finish - - Blac k Ordering - Specify pipe size , figure number and name .

Fig . 135

Standard 3-Bolt Clamps are an economical way of ing pipe with maximu m insulation and maximum loads shown in the data table . Attachment to the clamp b y means of Welded Eye Rod Fig . 440 Page 49 or Weldless Eye Nut Fig . 480 Page 5 2 permits flexible movement of the pipe in any horizontal direction . The insulation is protected since the clamp is rigidly fixed to the pipe and hingin g action takes place above the surface of the covering . Spacer is not normally supplied and is not included in price . See Fig . 136 Page 12 for Medium 3-Bolt Clam p

STANDARD 3-BOLT PIPE CLAM P

FIG . 135 ENGINEERING DATA PIPE SIZE

RECOM MAX LOAD LB FOR SERVICE TEMP

MAX INS THK

APPRO X VVT PER 100

E

F

G

H

K

MATERIAL

3 3/4 3 34 4 4'/8 5'/8 5½ 6

4'/2

1 K6

%

%

'4 x 1

65

15(6 1 1 (6

% %

2'/4

'/8

1'3 6 2% 2 '/8 3'/1

% %

%

4% 4% 4% 4'/8 5 7/3

2'/4

4'/2

1 1/2 1% 1 3/4 2 2 1/4

2% 2 3/4 3

6 6

x1 x1 x1 x1

67 72 77 18 5

2'/2

6'/4 6 3/4

3'/4

195 21 5

7'/4 7 34 8'/4 10 11 12%

4 4'/2 5% 6%

3 3A

7%

4 7/8

8'/8 9 7/8

8% 10 34

'/2 % % 3/4 3/4

7

% 3/4 '/8 7/ 8

6'/4 6'/2 7 8'/2 9'/2 11

'/4 X 1 '/4 x 1 '/4 x 1

5% 6% 7%

'/4 x 1 1/4 '/4 x 1 '/4 % x 1 1/2 % x 1 '/2

35 0 370 74 0 81 5

23

7/8

12

13'/2

4 4 4

25 27 28

1 1 1 Y8

13 14 15

14'/2 15'/1

4 4

30 32

1 1/4 1 '/4

16 18

650°F

750°F

3/4

610

540

2

6

%

1'/4

610 610

540 540

2 2

7 8

1' 2 4 V2

610 1050 1050

540 940 940

2 2'/2 2'/2

9 10 11

% %

3 3'

1050 1050

940 940

3 3

'/2

4

1050

940

3

12 13 14

5 6 8 10

1050 1620 1620 2500

940 1440 1440 2230

3 16 3'/2 17 319 4 22

12

2500

2230

4

14 16 18

2500 2500 3050

2230 2230 2720

30 24

3050 3050

2720 2720

1

DIMENSIONAL DATA

HGR ROD TAKE OUT RECOM REHGR COM F .S. SPAC- RO D WELDED W . EYE ING SIZE EYE ROD NUT (FT) A B C

% '/2

'h '/2 %

4 3/4 4 7/8 5'/8 6 1/4 7

D

'h

1 1

'/2

1

'/2

1

2

3/4

~% 8

1 1 1 1 '/2 1'/1 1'/2

12 3/4

7/8

1 '/2

7/8 '/8

16'/2

14 16 18

1

2 2 2

9'/4 10'/4 11 1/4

14% 15% 16%

17% 19'14

20 24

1 1/3 1 '/4

2 2

12'/2 14 34

17% 20'/8

E . MYATT & CO .

3'

3 3 34 4'/4 5 6

10'/8

7'/4 8'/4

12% 13 %

8%

TORONTO ONTARIO

K '/4

22 5

'/2 x 2 '/2 x 2

181 0 1990

10 ~% 8 1 1 7/3 1 2 7/3

'/2 x 2'/2 '/2 x 2% % x 2'/2

254 0 332 5 3790

14'/8 16 4

% x 2'/2 %x3

422 0 5925

9%

1 1

Section 1 PIPE ATTACHMENTS Fig .

13 6

Fig .

137

Medium 3-Bolt Pipe Clam p Heavy

Duty 3-Bolt Pipe Clam p

Medium and Heavy Duty 3-Bolt Clamps are recommended for the of insulate d pipe lines with loads not exceeding thos e shown in the tables . Attachment to the clamp by means of Welde d Eye Rod Fig . 440 or Weldless Eye Nut Fig . 480 permits flexible movement of the pipe i n any horizontal direction . The insulation is protected since hinging action takes plac e above the surface of the covering . Material - Carbon stee l Finish - - Black Ordering - Specify pipe size, figure number and name .

Fig . 136 Mediu m Fig . 137 Heavy Duty

MEDIUM 3-BOLT PIPE CLAM P

FIG . 136 ENGINEERING DATA PIPE SIIE

RECOM MAX LOAD LS FOR SERVICE TEMP 650°F 750°F

RERECOM MGR COM MAX SPAC- ROD INS ING SIZE (FT) A THK

2 2½ 3 3½

950 950 1050 1540 1540 1540 1540 1540

850 850 940 1380 1380 1380 1380 1380

2 2 2½ 2 1/2 3 3

4 5

2500 2500

2230

3

6 8 10

2860 2860 3 240

2230 2550 2550 2900

12

3240

2900

14

4300

16

4300

18

4300

20 24

5500 6000

3850 3850 3850 4900 5350

3/4

1 1'/4 1 Y2

DIMENSIONAL DATA MGR ROD TAKEOUT FS WELDED W EYE EYE ROD NU T I C

D

E

F

G

H

K

3 3/4 3 3/4 4 4ye 5'/s

4 '/2

1 %'6

%

%

4'/2

13(6

%

%

1' 6

'/2 5/8 5/ s

5'/2

6Y

2 ale

6 61/4 6 1/2 7 8'/2

7 7 1/4

3'/2 4

4% 4% 4% 4 7/8 5 7/8 6'/4 6 3/4 7

21/8 2'/4 2% 2 34 3 3/ 31/

1/4 x 1/4 X

4 3/4 4 7/8 5 7/s

1 1/2 1% 1 3/4 2 2¼ 2 1/2 2 3/4 3

1 1 1/4 x 1 1/4 X 1 1/4 ' /4 x 1 Y4 1/4 x 1'/4 1/4 x 1 1/4

145 15 0 15 5 25 0 275 290 31 0

3 3/4

1/4 x 1 1/4

32 0

7 3/4

4 1/2

7%

4 7/8

%x2

760

8 1/4 10

5& 6% 8% 10 3/4

3 34 4 /4 5

8 1/8

5%

9 7/8

6%

6

10 M

7%

% x 2 % x 2 1/2 % x 2'/2

83 5 1400 1560

1

12 34

1

1 '/2 1 1/

71/ 8 1/4

12% 13%

81/s 9%

x 2 1/2 1/2 x 21/

218 0 2460

14 16 18 20 24

1 1/ 1 1/4 1 1/ 1%

2 2 2 2

1 1/2

2

3 3'/2 3Y 4

6 7 8 9 10 11 12 13 14 16 17 19 22

11

4

23

12

11 12 /2 13%

25 27 28 30 32

13 14 15 16 18

14Y2 15% 16'/2 17½ 19'/2

2

4

9 1/2

1 X 316

2%

S/8

6/e

1 1 1 1 1

3/4

1

% 5/s

3/4 1 1 1/ 7/8 1 1/2

MATERIAL

9'/4

14%

10 7/8

%x3

3900

10'/4

15 %

11 7/8

%x3

420 0

11 1/ 12%

16 % 17%

12 2/8 14'/8

14 3/4

20'/8

16 7/8

%x3 3/4 x 3 3/4 x 4

456 5 623 0 9235

HEAVY DUTY 3-BOLT PIPE CLAM P

FIG . 137

PIPE SIZE

ENGINEERING RE RECOM MAX COM LOAD LB MGR FOR SERVICE MAX SPACTEMP ING INS 650°F 750°F THK (FT)

6 8 10 12 14 16 18 20 24

4,800 4,280 4,800 4,280 6,000 5,350 8,000 7,130 9,500 8,470 8,800 7,850 13,800 12,300 1 15,300 13,600 16,300 13,600

3 1/2 3'/2 4 4 4 4 4 4

17 19 22 23 25 27 28 30 32

DATA RECOM ROD SIZE A

DIMENSIONAL DAT A HGR RO D TAKEOUT FS WELDED W EYE EYE ROD NU T C

9 10'/8 11 3/8 12 %_ 13 '/ 14 7/s 16'/4 17 1/4 19 %

10 1/2 11 % 12 7/8 14 1/2 15 1/2 16 7/8 19 1/4 20 1/4 22 %

E . MYATT & CO. 12

APPRO X PE R 100

APPROX WT PER 100 D

6% 8% 10 3/4 12 3/4 14 16 18 20 24

E

1 1/s 1 1/8 11/4 1% 1 1/2 1 1/2 2 2 2

F

G

H

K

MATERIA L

2 2 2 1/4 2 1/2 2'/2 2 1/2 3 1/2 3 1/2 3 1/2

5 6/ 7% 8 3/4 9 34 10 3/4 12 3/4 13 3/4 15 3/4

10 1/4 11 % 13 1/8 14 % 15'/2 16 7/8 18 3/4 19 3/4 21 7/8

6 1/4 7 y2 9% 10'/2 11 3/4 12 3/4 151/4 16'/4 18'/4

'/2 x2'/2 1/2 x2 1/2

TORONTO ONTARI O

%x3 % x4 3/4 x4 3/4X4 1x4 1x5 1x6

180 0 2000 350 0 520 0 650 0 740 0 12,000 14,000 19,000


Fig .

140A

Fig .

141A

Standard Heavy

2-Bolt

Pipe

2-Bolt

Duty

Clamp

Pipe

(Alloy )

Clamp

(Alloy )

For suspending bare hot alloy pipes, where pipe clamp and hanger rod are exposed to elevated temperatures . Heat resistant , chrome moly alloy steel welded eye rods ar e recommended to meet these conditions . Hinging action between eye rod and load carrying bolt permits free pipe movement in any horizontal direction . Alloy clamps may be obtained to any specifications of material or dimensions . Material - Clamp - AST\I A 387 grade C

1-1 /4 Cr .

Also mailable in grade I) 2-1/4 Cr, 1

1 /2 N 1o .

\Io .

(Both materials to same loading and servic e temperatures up to I(L OF ) -0I F

193 gr . B7 .

Hex bolts AST1i A

Fig. 140A Standard Fig. 141A Heavy Duty

Finish

-

Hex nuts AST11 A 194 j r . 2H . - -' el ow paint or ident scat on

Ordering - Specify pipe size, figure number, name and alloy material, grade C or D . The recommended hanger spacing is not to be applie d (1 KIP = 1000 LB)

for service temperatures over 950°F .

STANDARD 2-BOLT CLAMP (ALLOY )

FIG . 140A

PIP E SIZE

ENGINEERING DATA RECO M HG R RECOM MAX LOAD, KIPS SPACFOR SERVICE TEMP ING 1000F 10S0F (FT)* 900F 950F

DIMENSIONAL DATA RECOM HANGE R CHROM E RO D MOL Y TAKEOUT ALLOY (W EY E ROD ROD) A G

K

MATERIAL

APPROX WT PE R 10 0

D

E

F

1 %6 1c6

% %

s'b

2%

'/ x 1

%

24

a x1

90 11 0

11146

%

8

1 1

28 2% 3

%x1 /x1 '/, % x 14

13 0 14 0 16 0

1 1 1

34 3% 3%

%x14

180

4 x 14

200

4x14

30 0

48 58

8x2

600

68

/ x 2; z

1050

7%

8x2%

1200

8%

% x 2%

181 0

9%

% x 2%

2030

1 .05

.94

.7

.47

6

1/2

1/

1

1 .05

.94

.7

.47

7

%

1%

1~ 1~/= 2

1 .05 1 .6 1 .6

.94 1 .4 1 .4

.7 1 .0 1 .0

.47

8

%

.7 .7

9 10

14 2 24

2'/2 3

1 .6 1 .6

.7 .7 .7

11 12 13

2%

1 .6

1 .0 1 .0 1 .0

8

3%

1 .4 1 .4 1 .4

8

2% 3

2% ' 3% 4

4

2 .6

2 .3

1 .6

1 .1

14

4

34

4%

5

2 .6

2 .3

1 .6

1 .1

16

44

5146

6

3 .0

2 .6

1 .8

1 .3

17

5

6%

1

1 1 1%

2 .6 3 .0

1 .8 2 .1

1 .3 1 .5

19 22

6 7%

3 .0

2 .1

1 .5

23

84

8/ S 10% 124

1 1 1

1% 1% 1%

4 .5 4 .5

3 .9 3 .9 3 .9

2 .8 2 .8 2 .8

2 .0 2 .0 2 .0

25 27 28

1 1 1

94 104 11'/,

14 16 18

14 1'/ 14

2 2 2

10% 11/ 12 i

%x3 %x3 %x3

3420 375 0 4080

5 .7 6 .2

5 .0 5 .5

3 .2 3 .5

2.5 2 .7

30 32

1% 1%

12% 144

20 24

18 1%

2 2

14% 16%

%x3 %x4

4380 8120

MATERIAL

APPROX WT PE R 10 0

3/4

8

3 .0

10

3 .4

12

3 .4 4 .5

14 16 18 20 24

FIG . 141 A

4

8

a

6 8 10 12 14 16 18 20 24

RECOM MAX LOAD, KIPS FOR SERVICE TEMP 900F 950r 1000F 1050F

8 .3 8 .3 1 L5 11 .5 13 .2 13 .2 13 .2 15 .0 15 .0

8 x2

630

HEAVY DUTY 2-BOLT PIPE CLAMP (ALLOY ) ENGINEERING DATA

PIP E PIPE

8

1% 2

7 .3 7 .3 10 .0 10 .0 11 .6 11 .6 11 .6 15 .0 15 .0

5 .2 5 .2 7 .2 7 .2 8 .3 8 .3 8 .3 10 .6 13 .0

3.7 3.7 5 .0 5 .0 6 .0 6 .0 6.0 7 .5 9 .0

RECOM HG R SPACING (FT)*

17 19 22 23 25 27 28 30 32

DIMENSIONAL DATA RECOM HANGE R CHROM E RO D MOL Y TAKEOUT ALLOY (W EYE ROD ROD) A G

14 14 1% 1% 1% 1% 14 14 18

5% 8% 9% 10'/, 11% 124 13% 15%

D

6% 8% 10% 12% 14 16 18 20 24

E

F

K

1% 1% 14 14 1% 1% 1% 2 2

18 14 2 2 2% 2% 2% 2% 28

7% 8% 104 114 12% 13%

E . MYATT & CO . LTD ., TORONTO ONTARIO

%x4 %x4 %x4 %x4 % x 4% % x 4% 14%/ x 4% 16 1 x5 18 4 1%x6

2130 2600 4230 5440 7350 8050 8850 12420 1910 0

13

Section 1 PIPE ATTACHMENTS Fig .

142 A

Fig .

143A

Standard 3-Bolt Pipe Clamp (Alloy ) Heavy

Duty 3-Bolt Pipe Clamp (Alloy ) For the suspension of insulated alloy pipe lines . Us e with either Welded Eye Rod Fig . 440 or Weldless Ey e Nut Fig . 480 . Hinging action at the upper load bolt is entirely out side the insulation and permits free pipe movemen t in any horizontal direction without damage to the insulation . ,v; I'll .1 X87 ( ;racic ('(1-1 4 Cr . I 2 1Io ) Material For wr' icC temperature O
Fig. 142A Standard Fig . 143A Heavy Duty (1 KIP = 1000 LB )

STANDARD 3-BOLT PIPE CLAMP (ALLOY)

FIG. 142A

PIPE

sin

3/4 1 1 '/4 1 ½ 2 2 ' /: 3 3 %i 4 5 6 8 10 12 14 16 18 20 24

HANGER RO D RETAKE OUT COM MGR MG R WELDE D FS RECOM MAX LOAD KIPS EY E W EY E MA X SPAC - RO D FOR SERVICE TEMP , INSUL ING DI A RO D NUT A ` C 900F 9SOF 1000E 1030E TH K (FT)*

1 .05 .9 4 1 .05 .94 1 .05 .94 1 .1 3 1 .1 3 1 .13 1 .13 1 . 1 3 1 .1 3 1 .6 1 .4 1 .6 1 .4 2.6 2.3 2 .6 2 .3 3 .0 2 .6 3 .0 2 .6 3 .4 3 .0 3 .0 3 .4 4 .5 3 .9 4 .5 3 .9 4 .5 3 .9 5 .7 5 .0 6 .2 _ 5 .5

.7 0 .70 .7 0 1 .0 1 .0 1 .0 1 .0 1 .0 1 .6 1 .6 1 .8 1 .8 2 .1 2 .1 2 .8 2 .8 2 .8 3 .2 3 .5

6 7 8 9 10 1 1 12 13 14 16 17 19 22 23 25 27 28 30 32

'/2 '/2

'/2 '/2 '/2 Y/ % % 3/4 3/4 7/ 8 7/ 7/8 7/e 1 1 1 1 '/e 1'8

4% 3 7/s 4 4 3/4 44'/e 5 4'/4 5'/2 6'/4 5 3/ 4 6 1/2 6'/4 7'/4 6'/2 7'/2 7 8'/4 a '/2 9 3/4 9 ' /4 10 % 10'/4 11 '/2 11 3/4 13 12 3/4 14 13% 15 1/4 14% 16 Y4 13% 17'/4 16% 18% 19 20%

AS R 100 E

D

1/2 1 K6 1 K6 'h 1% % 1, 6 2% % 2 7/e s 3'/2 34 4 % 4'/2 3/4 3h 5 .4 6% 1 8% 1 10 3/4 1 12 3/4 1 14 1 1/4 16 1 1/4 18 1 1/4 20 1% 24 .,.1,'/2

F

G

% % % 1 1 1 1 1 1 1 1 1/2 1 1/2 1 '/2 1 1/2 2 2 2 2 2 -

1 ½ 1% 1 3/4 2 2'/4 2Y 2 3/4 3 3 3/4 4 %4 5 6 7 Y4 8 1/4 9'/4 10'/4 11 '/4 12'/2 a 14 3/4

K

MATERIA L

1/.4 x 1 13 5 14 0 Y4 x 1 14 5 '/4 x 1 23 5 ',4x1'/4 '/4 x 1 '/4 26 5 Y4 x 1 1/4 27 5 x 1 '/4 29 0 x 1 '/4 31 0 74 0 %x 2 84 0 %x 2 % x 2 1/2 1250_ % x 2 Y2 144 0 '/2 x 2'/2 207 5 Y2 x 2'/2 2340 %x3 395 0 %x3 420 0 %x3 455 0 3/4 x 3 a 581 0 915 0 3/4 x 4

DIMENSIONAL DAT A

ENGINEERING DATA

HANGER RO D RETAKE OUT COM HGR HGR WELDED FS RECOM MAX LOAD KIPS EYE W EYE MAX SPAC- ROD FOR SERVICE TEMP ROD NUT INSUL ING DIA II C (FT)* A 900E 9S0F 1000E 1050F THK

6 8 10 12 14

8 .3 8 .3 11 .5 11 .5 13 .2

7 .3 7 .3 10 .0 10 .0 11 .6

5 .2 5 .2 7 .2 7 .2 8 .3

3 .7 3 .7 5 .0 5 .0 6 .0

4'/2 4 '/2 5 5 5

17 19 22 23 25

16

13 .2

11 .6

8 .3

6 .0

5

27

18

13 .2

11 .6

8 .3

6 .0

5

28

20 24

15 .0 15 .0

15 .0 15 .0

10 .6 13 .0

7 .5 9 .0

5 5

30

32

1 '/4 1 '/4 1% 1 '/2 1 3/4 1 3/4 1 3/4 1 3/4 1 3/4 .

9 7/e 0 7/8 12 3/4 3 3/4 14 3/% 5 34 16 3/4

11 % 12 % 14 3/4 15 3/4 17 7/8 18 7/8 19 % 18 21 '/8 20 % _23%

APPRO X WT PER 100 D

6% 8% 10 3/4 12 3/4 14 16

18 20 24

E

1 1 1 1 1

'/2

'/2

34 3/4 7/8 1 7/8 1 7/1 2 _2

F

G

1 3/4 5'/2 1 3/4 6'/2 2 8'/4 9'/4 2 2'/4 10'/4 2'/4 11 '/4 2 % n 12'/4 2'/4 13'/2 2'/4 15 3/4

E . MYATT & CO . LTD ., TORONTO ONTARI O 14

H

4'/2 2'/a 4% 2'/4 2% 4 3A 5 2 3/4 3 6 1/4 3 1/4 6 Y2 7 3'/2 7'/4 3 34 4 7/e 8'/e 9% 5% 10% 6% 11 4/8 7% 13'/8 8% 14 %I 9% 15 1/4 1 0 7/8 16% 11 7/8 17'/4 12 7/8 18'/2 14'/8 21'/e _ 1 6 7/8

HEAVY DUTY 3-BOLT PIPE CLAMP (ALLOY )

....FIG . 143A PIP E SIZE

.4 7 2'/2 .47 2'/2 .4 7 2'/2 .7 2'/2 3'/2 .7 .7 3'/2 .7 3'/2 .7 3'/2 3'/2 11 1 1 .1 4'/2 1 .3 _ 4 ' / 2 4'/2 1 .3 1 .5 5 1 .5 5 5 2 .0 2 .0 5 2 .0 5 5 2 .5 5 2 .7

DIMENSIONAL DATA

-

ENGINEERING DATA

H

K

MATERIAL

11 7/e 12 7/I 4 3/4 15 3/4 7 18 9 20 % 23 %

7 Y2 8 Y2 10'/4 11 '/4 12 % 13'/2 14 % 16 18 %

'/2 x 4 '/2 x 4 3/4 x 4 34 x 4 7h x 4'/2 _7/I x 4 % 7/8 x 4'/2 1 x5

1'4 x 6

3 24 0 3700 620 0 6750 952 0

1022 0 1082 0 14900

2291 0

Section 1 PIPE ATTACHMENTS Hangers for Copper Tubin g APPLICATIO N The suspension of copper tubing presents a challengin g problem in corrosion . While many books have been writte n on this subject, the basic problem is the electro-galvani c action between steel and copper .

COPPE R TUBING ACTUA L NOMINAL OUTSID E SIZE DIAMETE R % % 3/4 7/8 1 1 1/8 1 1/4 1 % 1' 1% 2 2 '/8 2½ 2% 3 3'/8 3½ 3% 4 4 1/8 5 5 '/8 6 6'/8 8 8'/8 10 10 1/8 12 12%

Non-ferrous hangers for normal service are either too light or too costly . Steel hangers are not satisfactory . Copper plated steel hangers have many advantages in pre venting this localized corrosion under normal atmospheri c conditions . If local corrosion conditions are severe due to acid fumes , extreme humidity, etc ., copper plated steel is not satisfactory and special materials must be used . We are please d to review corrosion problems with you and to offer suggestions if you so desire .

SIZING AND SELECTION Any steel hanger (rods, etc .) may be obtained copper plated and in general are entirely satisfactory . Any attachment however which depends on clamping action on copper tubing, must be made in size fo r this application . The O .D . of standard copper tube is shown for reference .

Fig. 15OCT, Fig. 151CT, Fig. 152CT and Fig . 153CT shown on pages 15 to 17 represent the most popular standard items for use with copper tubing . Copper Plated Riser Clam p

Fig . 150 CT

Copper Plated Riser Clamps are made to fit tigh t on copper tube . Clamps may be soldered to the pipe if desired . Standard clamps have B = C = 4 inch, but ends may be obtained any length to order .

Fig. 150 C T

FIG . 150 CT

Material - Carbon stee l Finish - - Clamps and bolts all completely copper plated. Ordering - Specify nominal tubing size , figure number and name .

COPPER PLATED RISER CLAM P

MAX RECOM LOAD

TUBING SIZE

'/Z S/4

MATERIAL

1 1 '/4

255 255 255 255

8GA x 1 8GA x 1 8GA x 1 8GA x 1

1'/2

255

2 2½ 3 3½ 4

255 390 530 53 0 670

8GA x 1 1/a 8GA x 1 '/4

-

8GA x 1 ¼ 3GAx 1'/4 3GAx 1'/4 1/4 x 1 1/2

BOLT DIAM

APPRO X WT PE R 100

% % %

99 12 6 12 6

3/8 3/8 % 3/8

13 2

% %

'/2

14 0 14 7 15 6 16 6 26 3 3 25

Standard Riser Clamps for steel pipe are Fig . 182 Page 25 . E . MYATT & CO .

TORONTO ONTARI O

15

Section 1 PIPE ATTACHMENT S Fig . 151

CT

Copper Plated Clevis Hange r

Fig . 151 CT

Copper Plated Clevis Hangers are recommended as the best general-purpose pipe hangers availabl e for the of uninsulated copper tubing . They afford adequate visible adjustment which can be made after installation . Hangers can be locked in position, after adjustment, by means of the upper nut on the hanger rod .

Material - Carbon steel Finish - - Hanger and bolt completely copper plated . Ordering - Specify tubing size, figure number and name . Standard Clevis Hangers are Fig . 124 page 5 for steel pipe . Light Duty Clevis Hangers are Fig . 122 page 4 for steel pipe . For insulated copper lines, particularly dual temperature or refrigeration service, see insulatio n shield assembly page 31 .

FIG . 151 CT

COPPER PLATED CLEVIS HANGE R

ENGINEERING DATA TUBING SIZE

%2 3/4 1 1'/4

1'/2

2 2 1/2 3 3 'A 4

5 6 8 10 12

16

RECOM MAX LOAD LB

150 150 250 250 250 250 350 350 350 350 1800 1940 2200 3770 3770

ROD DIA A

% 3/8 3/8 3/8 % % '/2

'/2 /2 '/2 % 3/4 3/4 _

7/8

TAKEOUT B

C

1 1 1/4

1716 1 3/4

1%

2'/4

1 3/4 2%

2% 2% 33i 6 4% 4 3/4 4 3/4 5 '46 5'/8 6 3/4 8'/2 10 11'/4

2% 3 3/4

3 3/4 3 3/4 4'/4 4' /2 5'/8 6'/2 8 9 _

D

1 7/e 2'/4 2 1 36 3 '/8 3'/8 4 )(6 6'/4 6 5/8 6% 7'/4 8%6 1 0 'X(6 12% 15% 17%

E . MYATT & CO .

DIMENSIONAL DAT A ADJUSTBOLT DIA MENT E F UPPER '/4

'/4 '/4 '/4 '/4 '/4 '/4 '/4 '/4 5A6 '/2 '/2 % 3/4 3/4

1/4 % 3/4 3/4 1'/8 1 '/4 1 3/4 1 '/2 1 '/2 1 '/2 1 '/2 1 3/4 2'/e 2 '/2 2%

MATERIAL

16GA x 7/8 6GA x '/8 3GA x 7/8 13G A x 7/8 3GA x 7/8 3GA x 7/8 1 OGA x 1 '/4 1 0G A x 1 '/4 10GA x 1 '/4 1 0 G A x 1 '/4 x 1 '/2 5 6 x 1 '/2 %x1 1/2 % x2 '/2 x2

TORONTO ONTARI O

APPROX WT PER

loo LOWER

16GA x 7/8 16GA x '/8 3GA x 7/8 13G A x l/8 3GA x 7/8 3GA x 1 OGA x 1 1 OGA x 1 '/4

14 15 24 25 31 40 90 10 0

10GA x 1 '/4

10 0

10GA x 1 '/4 3(6 X 1 'h 3(i6 x 1 '/2 1/4 x 1 '/2 '/4x2 % x2

11 7 34 0 46 1 73 3 94 4 1759

Section 1 PIPE ATTACHMENT S Fig . 152 CT

Copper Plated

Adjustable

Rin g

Copper Plated Adjustable Rings are recommende d for normal service on copper tubing . For bes t results a locking nut should be used on the hange r rod as illustrated. Material - Carbon steel Finish ' - - Completely copper plate d Ordering — Specify tubing size, figure number and name . See

;"

h steel pipe . ADJUSTABLE RING

OBSOLET E SEE T SECTI O N UC NEW PROD

'NSIONAL DATA

C

D

E

APPROX WT PER 100

1 1

1 % 2

1 1/8 1% 1 3/4 2 1/4 2% 2% 2%

2'h 2'/2 3

2 '/4 2% 2'h 3% 41/i

4 4% 4'/8 4%

5 1/4 6 6 61

1 1 1 1 1/4 1% 2 2 118 1 % 1%

10 11 16 21 29 36 41 41 43

B ''/4

1 1'/4

2 2½ 3 3½ 4

Fig. 152 CT Fig . 153 CT

Copper Plated Band

61 0 61 0 61 0 61 0 61 0 970 970 97 0 1250

% % % '/2 '/2 '/2

Hanger

Copper Plated Band Hangers are recommended for the of copper tubing where a band type hange r is desirable . Suggested hanger assemblies ar e shown on page 1 of this catalogue . Material - Carbon stee l Finish - - Hanger and bolt cnn nletel y copnp '' Or'' igur e ipe . LET E

OBSO SEE T NEW VRO

U

CT SECTb0T 3/4

4

E . MYATT & CO .

BOLT E

MATERIAL

1 1 1/4 1'/2 2 2%: 3

Fig . 153 CT

ANGER

240 240 24 0 24 0 240 24 0 24 0 24 0 32 0

x 16G A '/8x16GA x 16GA x 14GA 1 x 14GA 1 x 12G A 1 x 12G A 1 x12GA 1 1/4 x 12GA

1/4 x 1/4 x

3/4

x 1/4 x

3/4 3A

'/4

x 1

APPROX WT °ER 10 0

10 12 13 17 24 38 44 44 58

TORONTO ONTARI O 17

Section 1 PIPE ATTACHMENT S Fig . 154

Steel Hook Plat e Steel Hook Plates are designed for use with pipe coils, th e pipe centres 'A' are for standard return bends . Standard strips are supplied with the number of hooks show n in the data table . As many hooks as desired can be cut of f easily at the ribs shown, or strips may be ordered cut to length with any number of hooks required . Material - Carbon stee l Finish - - Blac k Ordering - Specify number of strips, pip e size, figure number and name . ATE iIONAL DAT A

OBSOLET E SE E NEW PRODUCT SECTION

MATERIAL HOOK PLATE

• '/8 '/8 •

78

In

1S

30 55

9 10

25

3'/2

20 4'h

1 '/8 3'h 1% 4'h

91 91 91

x x x x

APPRO X WT PE R STRI P

2 2 2 2

Refrigeration Coils, Cooling Coils, Heating Coils and Multiple Supply Lines may require special consideration . The illustrations show types of special hangers which have helpe d to overcome this kind of problem .

ILLUSTRATION i SA

We are pleased to make quotations from your blue prints , drawings, or sketches and to offer suggestions or forwar d designs if you so desire .

ILLUSTRATION 1 N

Fig . 155

Wall Pipe Suppor t

Pipe s are designed to piping as close to a wall as possible . They are intended for heavy duty service when there i s no appreciable pipe movement . When provision for expansion is required a wall bracket and roller type should be used . Wall

Modified wall s may be obtained to special specifications .

FIG . 155 PIPE SIZE

Fig. 155 Material - Carbon steel Finish - - Blac k Ordering - Specify pipe size , figure number and name . 18

WALL PIPE

ENGINEERING DATA RECOM RECOM MAX HGR LOAD SPACLS ING

DIMENSIONAL DATA APPRO X WT PER 100 t

C

2%

350

11

2

10'/4

3 3%: 4 5 6 8 10

350 350 350 500 500 1100 2000 2000

12 13 14 16 17 19 20 20

2% 2'h 2 34 35(6 3 ' 16

10 % 11'/4 11 3/4 12 7/8 13'/8 16'/8 18'/4 20'/4

12

'

E . MYATT & CO.

5'/8

6% _ 7%

TORONTO ONTARI O

D

3/4 34 34

H X16

,(6

3/4 1 1 1 1 1

1 16 '1(6 '/4 '/4 '/4

% % %

MATERIAL

1/4 x 1 '/4 '/4 x 1 '/4 '/4 x 1'/4 x 1'/4 '/4 x 1 '/2 '/4 x 1 'h %x2 'h x 2'h 'h X 2'h _

24 0 24 5 250 31 0 395 43 5 106 0

165 0 1880


Fig .

Single

156

Pipe

Hoo k

Single Pipe Hooks are designed to meet the requirement for a single-fastening, simple wall hook . These steel hooks may be welded to any steel member . Hooks may be obtained to any given specifications . Standard sizes are suggested for your convenience .

Material - Carbon Stee l Finish - - Blac k Ordering - Specify pipe size, figure number an d name .

SINGLE PIPE HOOK

FIG . 156 PIPE SIZE

Y2 3A

1 1'/4

1%

5 6 7 8 9

C

D

13(6 1% 1 X16 1%

1 X16

1% 1' 16 2

pAP nox WT PER R E P

H

MATERIAL

'(6 X16 716

36 X 36 X

15 18

fib x 1

24

X16

3(6 x 1

30 32

26

65

10 11 12 13

216 2 '% 6 3 '/4

21 6 3% 4 1/8

X16

36x 1'/4

3 3%

100 160 220

X16 ''/ 6

'/4 X 1 '/4 '/4 x 1'/2

45 90 11 0

4

220

14

3 3/4

4%

%

x 1 '/2

132

ZYs

Fig .

50 50 65 65 65

APB DIMENSIONAL DATA

1'146 23f6

2

Fig . 1 56

ENGINEERING DATA RECOM RECOM HGR MAX LOAD, SPACLB ING

2~6

Offset Pipe . Hoo k

157

Offset Pipe Hooks are intended for the of ligh t duty piping close to walls or beams . The offset provides clearance for couplings and small fittings . Hooks may be obtained to any given specifications . Standard sizes are suggested for your convenience . Material - Carbon stee l Finish - - Blac k Ordering - Specify pipe size, figure number an d name .

FIG. 157

OFFSET PIPE HOO K

ENGINEERING DATA PIPE SIZE

Fig . 157

RECOM MAX LOAD, LB

C

D

E

Y2 3/4

1

25 25 50

5 6 7

13`6 1 3/8 1 36

1 116 1%

1'/4 1 V2

50 50

8 9

1% 1%

1 13% 2

1

2 2Y

50 65

9 9

23f6 236

2746 2 1 5(6

1'/4

3 90 3Ys _ 120 4 120

9 9 9

2%

3%

3'/4

4'/8

: 3 3/4

4%

E. MYATT & CO.

AP. PROX

DIMENSIONAL DATA

RECOM HGR SPACING `

7/8

H 5(6

6 x X

3f6

1

1 Y2 1 '/2 1 1/2

MATERIA L 7/8 7/8

100 R E 100

18

20

716

6X 1

26 28

j6

3{6 x 1

33 35

X16 6 1 )1'8

1

x 1 '/4 '/4 x 1 '/4 '/4 x 1'/2

55 96 12 0

'3i'

x 1 Y2

14 0

TORONTO ONTARIO 19


Forged Steel , Drive Hoo k

Fig . 159

Forge d Stee l Driv e Hook s affor d a strong , durabl e fo r vertica l o r horizonta l soi l pipe , o r drai n pipe . The y ar e carefully manufacture d to giv e th e easies t possibl e installatio n i n brick , morta r o r OBSOLET E SE E NEW PRODUCT SECTION

size, figure number and

FIG . 159

FORGED STEEL DRIVE HOO K

PIPE SIZE

Fig . 159

A

2 3

3/4 3/4

4

3/4

DIMENSIONAL DATA B

3 '6 5/ 6

1

6

%

.—r

C

APPROX WT PER 100

6'le

58

6%

65

7 %

80

9 1/2

140

Single Hole Pipe Clam p

Fig . 160

Singl e Hol e Pip e Clamp s ar e designe d t o secur e pip e or conduit tight against any surface . For heavy duty service see Fig . 162 Page 21 .

Material - Carbon stee l Finish - - Blac k Orderin g - Specif y pip e size , figur e numbe r an d name . FIG . 160 PIPE SIZE

SINGLE HOLE PIPE CLAM P AP PRO X

RECOM HANGER SPACING (FT) C

/2

5

1 3/6

3/4

6

1 516

7/8 1 ~6

(6 %

7

1'/i6

1%

716

1 3/4 ~ 1 '/3

1% 2

K6

6

'~6

'/4 '/4

1

IN 1½ 2 Z Y2 3 3' 4

Fig . 160

E. MYATT & CO . 20

DIMENSIONAL DAT A D H MATERIAL

8 9 10 11 12 13 14

TORONTO

22 /7

2% 3'/8 3 3/a 3%

ONTARIO

118

x1

1 4

1/8 x 1 V8 x 1

15

x1

6

3 9/16 4'46 4%

'/4

1K6

PE R R 100

'/4

1 '/4 1 '/2 x 1 1/2 x 1 Y2

X X

19 25 12 7 35 70 10 0 11 5 13 0


161

Soil

Pipe Bracke t

Soil Pipe Brackets are made to secure soil pipe tigh t against any surface . Allowance is made in the depth of these brackets (dimension 'A') for the hub of th e pipe as shown in the illustration . For steel pipe see Fig . 162 page 21 .

ILLUSTRATION 21 A

FIG . 161 PIPE SIZE

2 3 4 6

Fig . 16 1

Material - Carbon stee l

1

8 10 12

Finish - - Blac k Ordering - Specify pipe size, figure

A

SOIL PIPE BRACKET DIMENSIONAL DATA C D H

y

4% 5% 7% 9 3/4 11 % 14

1

4 6

33(6

3/4

7'/4

4

9 '/2

6%

11 3/4 14 1/8 _

2K6 3'6

16%

MATERIAL

.

X6

~6

6

8 3/4 -i/410'/8 12'/8

'/4

1 '/4 x 1 '/4

,

x

"/(6 ' 36 13 8

67 12 3 17 9

x

, 1 /2

/4

16

W T PER APPROX WT PER 10 0

% x 1 1h %x2 'h x 2

23 4 460 68 6 1158

number and name . Fig .

162

Heavy

Duty Pipe

Cli p

Heavy Duty Pipe Clips are designed to secure stee l pipe tight against any surface . These clips are made from steel and are recommended for use in almos t any circumstances in which a pipe is to be fastene d securely against a steel, wood, or concrete surface . Pip e ('lies may temperature s

be obtained in alloy

steel for hig h

or to special dimensions to your

specifications.

For soil pipe see Fig . 161 Page 21 .

FIG . 162 PIPE SIZE

A

3/4

3 Y2

26 2 3/4 3% 3'/8

4

4%

2 Y2 3 Fig . 162

Material - Carbon stee l Finish - - Blac k Ordering - Specify pipe size, figur e number and name .

5 6 8 10 12

DIMENSIONAL DATA D C H 3'/8

1 1 '/4 1' 1% 11 '/8 2

HEAVY DUTY PIPE CLI P

5 i6 6 1/2

8 1/2 10 S/8 12%

3% 3 3/4 4 '/4 4 3/4 .5 3/4 6 6'/e 7'/4 8'/4 9'/2 11 3/4 14 % 16%

1 '/8 1% 11 6 2

MATERIAL

x 1

'

'6

K16

)f6 x

1

27

'/4

2 ~6

32 40 48

'~16 13(6

%x 1 %x2

55 90 10 5 11 5 15 8 18 8 21 5 42 0 63 0

%

'h x2

108 0

2% 3%6 431/6

x 1 '/4

4 i6 5 s/8 6 3/4

x 1 '/2

8 3/4 10'/8 12'/8

APPRO R X WT PEE R 100

E . MYATT & CO. LTD., TORONTO ONTARIO 21


170

Offset

Pipe Clam p Offset Pipe Clamps are used to pipe a short distance from any surface . This is a typical standardized design of a "special" item suggested for convenience . Special brackets may be obtained to your specifications . We are pleased to offer suggestions or to supply designs if you so desire . FIG . 170

OFFSET PIPE CLAMP APPRO X

PIPE SIZE

Material - Carbon stee l Finish - - Blac k Ordering - Specify pipe size, figur e number, name and any special dimensions .

Fig .

WT

DIMENSIONAL DATA

Fig . 17 0

A

B

E

H

MATERIAL

2

3~6

6%

9 Y4

D

%

X 16

'/4 x 1 '/4

2 Y2 3

6'/8

%

K6

7 ' %6

9 s/8 1 0 '/2

%

3' 4 5 6

3746 3 3/4 4 4¼ 4 3/4 51'6

8 Y4

10 r/8

%

9% 11 13

12 '/4 14 16

'/2 '/2 Y2

X 16 X16 '16 i6

'/4 x 1 '/4 '/4 x 1 '/4 '/4 x 1 '/4 '/4 x 1 '/2 '/4 x 1 Y2 x 1 1/2

8

616

15'/8

19 Y4

Y2

1j 6

% x 1 1/2

•

PE R 100

27 0 2 95 31 5 33 0 41 0 47 0

50 0 880

1,7 2

FOR PIPE SIZES 4"TO12"

Fig . 172

Trapeze Saddle Hangers are intended for use where low headroom or interference s do not permit the use of single rod type hangers . Standards are suggested but modified hangers may be obtained to your specifications .

FOR PIPE SIZE S 14" TO 24"

Material - Carbon steel Finish - - Black Ordering - Specify pipe size, figure number and name .

For insulated pipe with Protection Saddle s see page 28 for selection of proper hange r size . (Effective Hanger Size)

. ENGINEERING DATA HANGER SIZE r--

RECOM MAX LOAD LB

4 5 6 - 8 10 _ 12 14

280 280 710 1450 2250 3150 3500

16

4400

18 7500 207500 24 7500

22

r

TRAPEZE SADDLE HANGER

FIG. 172 HGR ROD DIA A

Y2 s/8

% 3/4 7/8 '/8 %/e

1 1 1

2 2 2 1/2 2'/2 2 7/8

3 2 1/2 2 1/2 3 3 3

DIMENSIONAL DATA

C

D

E

T

MATERIAL

7'/2 8 3/4 10 12 % 1S ' 16 3/4 22 24 26 28 30

4% 5% 6 3/4 8 3/4 10 7/8 12 7/8 14 '/8 16'/8 18'/8 20 1/8 24'/8

9 10'/4 1 1 3/4 15'/4 18¼ 19 25 27 29 31 33

-

Y4 x 1 '/4 '/4 x 1 / '4

E . MYATT & CO .

-~-

TORONTO ONTARI O

-

% x 1 '/2 x 2'/2 % x 2'/2 - %x2 1/2

APPROX WT PER 100

85

10 0 21 0 50 5 93 5 103 5

Y4

Y4 x 3

1205

Y4 %

%x3/ '2 1/2 x 3 y2 x 3 Y2 '/2 x 3 '/2

1900 294 0 306 5 3295

3/8

%

Section 1 PIPE ATTACHMENTS Fig . 173

Standard Trapeze Hange r Trapeze Hangers are used for the sus pension of pipe where limited head room , piping or structural interference, prevent s the use of a single rod type hanger . Dimension `S' indicates the maximum siz e Pipe Covering Protection Saddle which ca n be contained within the spread of the U Bolt.

A

f!I

1 /

S

G+ S

I

Material - Carbon steel

SPECIFY INSULATION THICKNESS

TYPE A

TYPE B

FIG . 173

STANDARD TRAPEZE HANGER ENGINEERING DATA

►I~ SIZE

RECOM MAX LOAD ! 750 ` E AT MIN AT MAX LB t LB C

2 2'

9'/2 10

3 3'h

11 12

1700 1560

24 24

4 5 6

12'2 13'/2 14'/2

1560 2040 2600

24 30 36

1220 1200

Fig. 174

665 665

18 18

'

-

-

RECOM ROD SIZE A

MAX

B

'/2

1 1

780 780

'/2

1'/2

i/2

780 930 1100

'/2 '/2

%

MATERIAL

TNK S

1'/2 1 '/2

%

-

min G

APPRO X WT K R 10 0 (Am C)

3N6 3" 1‘

l2

x2

x35 0

L2

x2

x'/.

41 0

1'/2

1'/2 2

4 4'/,

L2'h x2'/2 x'/, L2 Y2 x2'/2 x'/,

54 5 58 5

1 '/2 1'/2 1%

2'/2 2'/2 3

4'/2

l2'/2 x2 '/2 x' 13 x3 x'/4 l3'/2 x3'2 x'/,

61 0 76 0 1060

'/2

5 6' 16

Finish - - Prime coat corrosion resistant paint . Ordering • Specify pipe size, figur e number, type, name, insu lation thickness and dimension C . Order Pipe Covering Saddles separately .

Heavy Duty Trapeze Hange r

A

I III 3/16" END PLATE S

S

s+s I .'

B

TYPE A

A `-SPECIFY INSULATION THICKNES S TYPE B

Trapeze Hanger Assemblie s are furnished completely welded FIG. 174 PIPE SIZE

4 5 _ 6 8 10 12 14 16 18 20 24

`- SPECIFY INSULATION THICKNESS TYPE C

HEAVY DUTY TRAPEZE HANGE R

ENGINEERING DATA RECOM RECOM MAX LOAD @ 750° F ROD AT MIN AT MA X SIZE C LB C LB A

/4 13 1/2 12

I

1

15 Y4 17 1/4 21 23 24 1/4 26 1/4 28 1h 30 Y2 34 1/2

2020 2020 3230 3230 4830 6730 6730 7500 _8850 8850 8850

54 54 36 36 42 42 42 48 54 54 54

1950 1950 2960 4100 4100 4100 6000 7600 7600 7600

B

/2 1/2

1 3/4 1 3/4 2

2 1/2 2 1/2 3

7 7% 8%

/8 3/4 7/8 7/8 7/8

2

3

9%

1

2960

DIMENSIONAL DATA MAX INSUL TH K S

% S

1 1 1

E . MYATT & CO.

_

2 1/4 2 1/2 2 1/2 2 1/2 2 1/2 2 1/2

21/2 _

3 3 1/2 3 1/2 3 1/2 3 1/2 3 1/2 3 1/2

B to B OF CHANNELS

G

1

11 3/4 13 13 3/4 15 3/4 17 3/4 18 3/4 20 3/4

TORONTO ONTARIO

1 1/2 1 1 1 1/2 2 2 2 2 2 2 2 2

_

_

MATERIAL

3 3 3 3 4 4 4 5 6 6 6

][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][

4 .1 4 .1 4 .1 4 .1 5 .4 5 .4 5 .4 6 .7 8 .2 8 .2 8 .2

APPROX WT PE R 100 (MIN C)

141 5 1650 2025 22251 355 5 4305 447 0 555 0 703 0 744 0 8220

23

Section 1 PIPE ATTACHMENTS Fig . 175

Underground Bell Clam p

Underground Bell Clamps are recommended as a safety device to be use d on bell and spigot or mechanical t cast iron pipe . This added reinforcement is necessary in any case of reversal, stoppage, or change in directio n of flow . Plate washers as shown in the illustration are supplied with each clamp . Clamps in stock are dimensioned to fi t underground pipe with O .D . as shown , but can be supplied to fit special diameter pipes when required . Clamps may be obtained for larger diameter pipe to order .

Fig . 175

FIG. 175 NOMI NAL PIPE SIZE

3 4 _ 6 8 10 12 14 16 18

UNDERGROUND BELL CLAM P PIPE O .D.

3 .96 4 .80 6 .90 9 .0 11 .1 13 .2 SPECIFY SPECIFY SPECIFY

DIMENSIONAL DATA TIE ROD BOLT DIAMETER DIAMETER 54

5/8

3'E %

5/8 3/4

3/4

3/4

3/4

3/4

3/4 34

3/4 7/8

1

7/8

1

APPROX WT PER MATERIAL

1

44 0 47 5 67 5 106 5 155 0 172 5 197 5 265 0 4900

x 1 1/2 x 1 y2 %x1Y2 %x2 Y/2 x 2 '/2 x 2 ~ x2 Y2 x 2 Y2 %x3 6 3(6

Material - Carbon stee l Finish - - Black Ordering - Specify pipe size, figur e number and name . Note - Specify pipe O .D. fo r sizes over 12" nomina l diameter . (see page 78 )

Underground Clamp Assemblie s 1 /8 BEND

SINGLE T

PLUG

X

Fig . 177

Fig . 176

Fig . 17 8

TE E

1 /4 SEND

Material - Carbon steel Finish - - Blac k

Ordering - Specify pipe size, figur e number and dimension "X" . Note - Specify pipe O .D . for size s over 12" nominal diameter . (see page 78 ) Fig . 179

E . MYATT & CO . 24

TORONTO ONTARI O

Fig . 180


Standard Riser Clam p

182

Standard Riser Clamps are suitable for use on either stee l pipe or soil pipe . The clamp grips the pips tight and form s a solid . The clamp may be tack welded to steel pip e if desired . Ends may be obtained any length to your specifications . Clamps for special O .D . pipe are available . See Fig . 15OCT Page 15 for use with copper tube . FIG . 182 PIPE SIZE

a/4 1 1'/4

Fig . 18 2 STANDAR D B=C 4"

Material - Carbon stee l Finish Blac k Ordering - Specify pipe size, figur e number and name .

Fig .

1'/s 2 2 %s 3 3V2 4 5 6 8 10 12

STANDARD RISER CLAM P ENGINEERING DATA RECOM MAX LOA D LB D

200 255 255 450 450 450 600 600 810 810 1400 1400 2200 2200 2 700

DIMENSIONAL DATA

BOLT SIZE

3h % % 3/8 %

9 1/4 9% 9% 10'/s 10 3,4 10 7/8 11 '/4 12 13 13 '/2 14'/2 15'/2 18½ 20 3/4 22 34

APPROX WT PER 100 MATERIAL

3/8

8GA x 1 8GA x 1 8GA x 1 8GA x 1 '/4 8GA x 1'/4 8GA x 1 '/4 8GA x 1 '/4 8GA x 1 '/4

'/2

'/4 x 1'/2

1/2

1/4

% 3/8

'/2

x 1 1/4 x 2

'/2 % % %

1/4 x 2 %x2 %x2 1/2 x 2

1/2

12 6 12 6 13 2 14 0 14 3 15 3 24 6 26 3 32 5 341 50 1 55 1 98 4 112 1 1641

Heavy Duty Riser Clam p

183

Heavy Duty Riser Clamps are recommended for use with loads not exceeding thos e shown in the data table when B = C = 4 in . The clamp should be tack welded to the pip e or lugs should be welded to the pipe above the clamp to insure positive . Rise r clamps for special O .D . pipe and to any material specifications may be obtained whe n required . Great care must be used when selecting riser clamps with long ends and heavy loads - please see page 27 . FIG. 183

D Fig . 18 3 HEAV Y B= C=4" Material - Carbon stee l Finish - - Blac k Ordering - Specify pipe size, figur e number and name .

HEAVY DUTY RISER CLAMP

PIPE SIZE

ENGINEERING DATA RECOM MAX LOAD LB D

2 2 Y2 3 3'/z 4 5 6 8 10 12 14 16 18 20

1200 1200 1200 1200 1200 2200 2 200 2200 3400 3400 3700 3700 3700 3700

E . MYATT & CO .

DIMENSIONAL DATA

BOL T SIZE

10 3/4 11 12 13

1/2 1/2 '/2 1/2

13½ 14'/2 15½ 18 20 22 23'/4 25'/4 27'/4 29'/4

'/2

L

TORONTO ONTARI O

% % % 3/4 3/4 3/4 3/4 3/4 3/4

APPROX WT PE R 10 0 MATERIAL

% x 1'/2 3/8 x 1 '/2 %x1'/2 % x 1 '/2 % X 1 '/2 %x2 %x2 %x2 1/2 x 2'/2 '/z X 2'/2 %x2Y % x 2'/1

% x 2'/2 5/8 x 2Y2

39 3 40 1 43 3 46 5 51 5 72 5 79 5 120 0 176 0 204 0 272 0 297 5 333 5 355 0

25


Fig . 190

4-Bolt Riser Clam p

Fig. 191

6-Bolt Riser Clam p

-

BOLTS B r

-

:i: ,- -- ..♦-

~ -

r „

Four and Six-Bolt Riser Clamps are designed for the sus pension or of vertical risers in critical piping systems . Pipe spacers on the inner bolts maintain clearanc e between pipe and clamp to permit radial pipe expansion . Four holding lugs, each welded along three edges to the pipe , carry the pipe load in shear ; these lugs will be furnishe d upon request . Jam nuts on cross-bolts assure positive bolting action during service . Fig . 190 Clamps are made of material 6 inches maximu m width. Fig . 191 Clamps are made of material greater than 6 inche s wide . Material - Carbon Stee l

(4) HOLDING LUG S

:1' ailal)Ic in alloy material (sec table I l)Cl4i'' )

rime coat corrosion resistant paint . Alloy materials painted yellow for identification. Ordering - Specify (1) pipe O.D. (2) hanger load (3) de sign temperature (4) dimension 'D' or cente r to center of hanger rods . Finish - -

Fig . 190 4-Bolt Clam p BOLT B

MORE THAN

Selection of the proper Riser Clamp will be made by ou r Engineering Department from this data . Method of selection is shown here for your general information .

---~. Fig. 191 6-Bolt Clamp

12" IPS (12-3/4" OD), 8000 lb pipe load 1000°F design temperature . 28-3/4" C to C hanger rods - or - D = 8" (Normally set by insulation an d clearance requirements .) From Table I, the recommended material for 1000 0 F Temp. is 1-1/4 Cr, 1/2 Mo and th e LCF = 1 .5 for this material . Pipe Load X Load Corr Factor (LCF, Table I) = Corrected Load . 8,000 lb x 1 .5 = 12,000 lb Hanger rod cantilever " D" , if not supplied, is determined from the hanger rod C to C dimension . D = C to C - Actual Pipe OD = 28-3/4" - 12-3/4", 2 2 See Chart on page 27 and locate the point determined by intersection of the Corrected Load , 12,000 lb (use Gray figures for this load) and the 12" pipe size diagonal line . Project this point horizontally until the "D" dimension (8") is reached . The required clamp lies in the 1-1/4" x 6" material area . It is a Fig . 190 4-Bolt Clamp . Bolt sizes, rod clearance space (5), and recommended hanger rod sizes are listed in Table II .

Example : Given

(a) (b) (c) (d) (e)

TABLE I - LOAD CORRECTION FACTOR = LC F MATERIAL SPEC AISI

DESIGN TEMPERATURE °F (PREFERRED CLAMP MATERIALS ARE SHOWN IN BOLD FACE TYPE )

ASTM

A36 4140 A332 1 '/4 Cr '/2 Mo A387(71 ) 2'/4 Cr 1 Mo A387 (22) STAINLESS STL TYPE 316

650

700

750

800

850

.80

.85

.93

1 .2

.8

--.8 '

.8

-.8

1 .5 .85 .84 .84 .84

900

950

1000

1050

1100

, .92 .92 .92 .85

1 .10 1 .10 1 .10 .87

1 .60 1 .50 1 .50 .89

2 .40 2 .20 2 .20 .92

1150

1200

-

-

-

-

-

3 .00 2 .90 .96

4 .8 4 .0 1 .5

10 . 0 6 .0 2 .4

TABLE II - BOLT SIZES AND RECOMMENDED HANGER ROD SIZ E ACTUAL TOTAL PIPE LOAD LB

BOLT B BOLT C SPACES RECOM HGR ROD SIZE ~r..~

26

700

1200

2250

3400

)/2

%

3/4

6500

8500

9800

12500

1

1 )/8

1 Y4

1% 1 1 3/4 1 '/g

3/4

3/4 p

%

1

1

1 '/2 4

'/4

1

'/2

7/s

~/8

1 '/2 1

'l8

1 1

3/4

E. MYATT & CO . LTD., TORONTO ONTARI O

16000

1 1

1/2

2 1¼

23250

1 3/4 1 2¼ 1 1/2

30000

2 1

'/4

1

3/4

45000

2 Y2 1 '/4 3 2'/4

6500 0

2 34 1 '/4 3 1/4 2'/2%


Riser Clamp Selection Char t 7

"D" (inches) 4

9 10

15

20 2 5 3 0

!UuIHhIIUUAIHhII1IIIIA1P► Iii3 ax12":1111111111SINIII11011111111111F ~~~~:,~n ~~c~~~~~~~,nmi, 1

:de

iii

:411nnn1111i:Il.11e' ► . !i:iO%/~' ihusn mmmi gisIppoiro, w

A

4 x

Illprn' ►~l ~~~~►' Ill

x 4

iIIi!!1I iph i !!iIlIII , _

a 5

, b

'!UI~'~Illi:~ Ili:~l l~llil:r ~

--imeRlanommasainunindia.m. AWAIMPEP;SO .

ARWA rw K.0510' fFE'r4PB'droied0i I AP.rMAO: .2/R' ADIM''eir/ARel i g /,IWA7/MrX" 11

Nb.lqeil!

NI

AWA.'6:WAI A

/2'4 n AAM 111111ILL ::;I.. 0 .3

0 .4

j

0 .5 0 .6 0 .7 0 .80 .91 .0

1 .5

2 .0

2 .5 3 . 0

CORRECTED LOADS (kips ) Caution : Use BLACK figures for Corrected loads up to 3000 lb . Use WHITE figures for Corrected loads above 3000 lb . I E . MYATT & CO . LTD) ., TORONTO ONTARI O

I Kip . 1000 l b

27

Section 2 SADDLES and ROLL S Figs . 210-240

Pipe Covering Protection Saddle s

FOR 10IN . PIPE AND SMALLER

FOR 12 IN . PIPE AND LARGE R

Covering Protection Saddles should be used on all insulated pipe in which the temperatur e exceeds 150°F . All Saddles are 12 inches long and subtend an angle of 60° at the pipe center .

Plain edge saddles will be supplied unless otherwise specified . Saddles are also available for special O .D . pipe and for non-standard covering thickness .

Saddl e Coverin g Fig Nos . Thk (in ) For selection of proper hanger size see EFFECTIVE HANGER SIZE below an d the hanger selection chart on pages 2 9

Land

210 215 220 225 230 235 240

30 .

1 1-1/2 2 2-1/2 3 3-1/2 4

Material - Carbon stee l :1IIO saddles are ~ ► N ail able for temperatur e over 750” 1~ .

Finish - - 'rime coat corrosio n resistant paint . Ordering - Specify bare pipe size , figure number and name . Order Saddles and han gers separately .

EXPLANATION OF EFFECTIVE HANGER SIZ E

The of insulated pipe when Pipe Covering Protection Saddles are used requires carefu l consideration . The covering outside diameter is in effect the "pipe size" to be ed (see illustrations) . The hanger size required for this Effective Pipe Size is called the Effective Hanger Size . The selection of Effective Hanger Sizes (EHS) is made on the basis of : (a) standard practice , (b) economy, and (c) availability . The data table on pages 29 and 30 lists Effective Hanger Size s for most standard type hangers and covering thicknesses'with proper consideration made for al l these factors . EXAMPLE Fifty Trapeze Roller Hangers and Protection Saddles for 6" pipe with 2" thick insulation would be ordered as follows : 50 - 6" Fig . 220 Pipe Covering Saddles (from page 28 Fig . 220 indicates 2" cover ) 50 - 10" Fig . 261 Trapeze Roller Hangers (size selected from page 30 ) FIG . 255 , 261-262 LONG ROLL TYPES

FIG . 258 YOKE TYP E LONG ROLL

'

COVERING O.D .

~.

f

„,

FIG . 256-26 4 265-266 SHORT ROLL TYPES

j

.,~`,+

.

I •.

COVERING --a . O.D.

COVERING O .D .

.. r, .

NON-ROLL TYPE S

1

i'

`•`

.1

f

.

Irk

Lf

ILLUSTRATION 28A

ILLUSTRATION 285

ILLUSTRATION 28 C


ILLUSTRATION 28 D

Section 2 SADDLES and ROLL S Pipe Covering Protection

Saddles

Hanger Selection for use with Protection Saddle s EFFECTIVE HANGER SIZE (EHS )

SADDLE ENGINEERING DATA NOMINAL PIPE SIZE (IPS)

3/4

1

1'/4

1'1

2

SADDLE FIGURE

COVG TNK

RECOM MAX LOAD LB (FOR SERV TEMP

NUMBER

(IN)

750°F)

210 215 220 225 210 215 220 225 210 215 220 225

1

'/2 2 2'/2 1 1'/2 2 2'/2 1 1/2 2

1 1 2

210

1

230

235

100 0

'/2

000

000

2'/2

/2 2 2'h 3 3'/2

100 0

210

Z

/z

3

3'/:

4

5

215 220 225 230 235 210 215 220 225 230 235 210 215 220 225 230 235 210 215 220 225 230 235 240 210 215 220 225 230 235 240

1 1/2 2 2 1/2 3 3 'h 1 1'/2 2 2'/2 3 3 1/2 1 /2 2 2'/2 3 3'/2 1 1 '/2 2 2'/2 3 3'/2 4 1 1 '/2 2 2 '/2 3 3'/2 4

FIG. 258 YOKE TYPE LONG ROLL E

2500

2500

2500

2500

2500

ENS

FIG . 2SS 261-262 LONG ROLL TYPES

I

D

ENS

1 S%e 2'/a 2 S%e 3'/e 1'3'6 2 16 2' ;6 35 6 1' 16 2756 2% 3756

2'/2 3'/2 5 6 3 4 5 6 3 5 6

2 3/e 3 3 S% e 4'/e

2 146 2 ~6 3 '46 3%6 2316 2'~6 3 316 3'356 4356 4 1 K6

4 5 6

2 S%e 3'/e 3%

3

8

4%

216

34 1 6 3%6 4146 4'16 5'46 _ 2 7/e 3% 37/e 4% 4~/e 5% 3'/e 3% 4'/8 4% 5'/8 5% 3'56 3% 4746 4 1'6 5'56 5% 6746

1

2'/2

210 215 220 225 215 220 225

000

Hanger Size Selectio n

5 7/ 6 5116 6 6 6 1 34

4

2 1/a 2% 3'/4 3 3/4 2'/4 2 3/4 3 3/8

FIG . 256-244 265.266 SHORT ROLL TYPES _ ENS s

C

t

fr NON ROIL TYPES -•

ONLY ,

15 5 22 0 28 0 35 0 16 2 22 7 29 0 35 5 17 0 23 7 30 0 36 5 17 5 24 0 30 5 37 0 18 5 25 0 31 4 38 0

6

3 '/2 . 3'/2 1 1/2 . 3'/2 1 '/2 . 3 '/2 1 /2 - 3 1/2 1'/2- 3'/2 1 /2 - 3'/2 4 6 '/2 - 3 '/2 1 '/2 - 3'/2 1'/2 - 3'/2 4 - 6 /2 - 3'/2 1 '/2 - 3'/2 4- 6 4 - 6

2 36 2 3/4 3'/4 3 3/4 2 3/8 2'/a 3 3/a 3 3/4 2 '/2 3 3% 4'/e 2 3/4 3'/4 3 3/4 4'/4

3 4 5 6 3 4 5 6 3 5 6 6 4 5 6 8 4 5 6 8

35 3

3'/2 5 6 3'/2

5

'/2 -

10°

{SADDLE ,

sus

2 2% 3'/, 3 3/4 2 V4 2 3/4 3 3/e 3'/a 2% 3 3 S% e 4¼ 2'/2 3 '/8 3% 4'/4

2 3 4 5 2 '/2 3 4

X ►P'RO X VT PE R

4

2 3/4 3%

3'/2 4

2 3/4 3 3/8

1 Y- 3'/2

5

6 8

4 4'/2

5 6

3'/8 4'/2

4

6

4

•6

2'/a 3 3/e 3 7/a 4'/2

8

5'/e

8

10

5 S% e

8

5'/8 5 3/4

4 8

. 6 -10

5 5 3/4

8 10

44 5 51 0

5

3'/8

3'/2

3' /8

1 '/2 . 3' /2

6 8 8

3 3/4 4'/4 4 2/8

5 6 8

3 3/4 4'/4 4 2/8

1 '/2- 3 '/2

3'/4 3%

5 6

19 2 26 2

4

6

4

6

4' 4 3/4

8 8

36 0 39 0

10

5'/2

8

5 3/8

8

-10

5 3/8

10

45 8

10 5 6 8 8 10 10 6 8 8 10 10 12 6 8 8 10 10 12 12 8 8 10 10 12 12 14

6 3' /2 4 4% 5'/4 5 3/4 6'/4 3 3/4 4% 4'/8 5'/2 6 6% 4 4% 5'/4 5 3/4 6% 6'/e 7% 4 3/4 5% 5'/8 6% 6'/8 7% 8'/4

10 4 5 6 8 8 10 5 6 8 8 10 10 5 6 8 8 10 10 12 6 8 8 10 10 12 12

6 3 3/8 4 411/1 6 5'/4 5 3/4 6'/4 3 3/4 4 3/a 4'/8 5'/2 6 6% 4'/e 4% 5'/4 5 3/4 6% 6'/e 7% 4% 5 3/8 5'/8 6 3/8 7 7% 8

8 1 '/2 4 4 4 8 8 4 4 4 8 8 8 4 4 4 8 8 8 8 4 4 8 8 8 8 12

-10 . 3'/2 . 6 6 . 6 -10 -10 6 - 6 -6 -10 -10 -10 -6 . 6 . 6 -10 -10 -10 -10 .6 6 -10 -10 -10 -10 -14

6 3'/2 4 4% 5 5 3/4 6¼ 3 7/e 4% 4'/8 5'/2 6 6'/2 4 4'/2 5 5 3/4 6'/4 6'/8 7% 4'/2 5'/8 5 3/4 6% 6'/e 7% 7 7/a

10 5 6 8 8 10 10 6 8 8 10 10 12 6 8 8 10 10 12 12 8 8 10 10 12 12 14

52 0 21 0 27 5 33 6 405' 47 0 53 5 22 3 28 8 35 0 41 5 48 0 55 0 35 0 45 0 54 5 64 5 74 0 83 5 93 5 38 8 48 5 58 0 68 0 77 5 87 0 975

1 '/2

.

3'/2

*Do not use this column for items which require clamping action . Special sizes to exact coverin g O .D . are required . E . MYATT & CO .

TORONTO ONTARIO 29

Section 2 SADDLES and ROLL S Pipe

NOMINAL PIPE fl=E (IPS)

6

8

10

12

14

16

18

20

24

Covering

Protection

Saddles

Hangar Selection for use with Protection Saddle s

SADDLE ENGINEERING DATA mom SADDLE FIGURE NUMRER

210 215 220 225 230 235 240 215 220 225 230 235 240 215 220 225 230 235 240 215

~

MAX LOAD LL COYG (FOR SEIM TNK TEMP (IN) 750°F)

1 1 1/2 2 2'14 3 3'h 4 1 1/2 2 2'h 3 3'h 4 1'h 2 2'h 3 3'h 4 1 1/2

220

2

225 230 235 240 215 220 225 230 235 240 215 220 225 230 235 240 215 220 225 230 235 240 215 220 225 230 235 240 215 220 225 230 235 240 .

2 Y2 3 3'h 4 1'h 2 2 1h 3 3 1/2 4 1 1/2 2 2 1/2 3 3 1/2 4 1 '/2 2 2% 3 3 1/2 4 1% 2 2'/2 3 3 1/2 4 1 1/2 2 2'/2 3 3 1h 4

3000

E

4'/2 5 5 1/2 6 6% 7 1/2 6 6'/2 7 7 1h 8 8 Y2 7446

6000

7j' 83(6 8% 9)(6 916 8 144 8%

6000

7500

7500

7500

7500

7500

EFFECTIVE HANGER SIZE (EHS) FIG . 25$ YOKE TYPE LONG ROLL

7

3000

Hanger Size Selectio n

1 9 /8 9% 10 1/8 10% 8% 9'/4 9 3/4 10% 10% 11 1/4 9 3/4 10% 103/4 11 1/4 11 3/4 12% 10 3/4 11 1/ 113/4 12 1/4 12% 13'/4 11 3/4 12 1/4 12 34 13 1/4 13 34 14 1/4 13 34 14 1/4 14 3/4 15'/4 15 3/4 16Y4

ENS

8 10 10 12 12 14 16 12 12 14 16 16 18 14 16 16 18 18 20 16 18 18 20 20 24 18 18 20 20 24 24 20 20 24 24 24 24 ~ 24 24 24 24 — — 24 24 — — -—

-

-— — --

FIG. lib 261-262 LONG ROLL

MG► 256-2M 265-266 SHORT ROIL

D

EHS

C

5% 5'/s 6% 7 7% 8%

8 8 10 10 12 12 14 10 12 12 14 16 16 12 14 16 16 16 .18 16 16 16 18 20 20 16 16 18 20 20 20 18 20 20 20 24 24 20 20 24 24 24 24 24 24 24 24 30 30 30 30 30 30 30 30

5% 5'/e 6 1/2 7 7% 8 1/s 8'/s 7 Y2 8

7 7 1/2 8% 8 2/4 9% 9 7/. 8'4 84 9% 94 10% 11 9'h 9% 10% 11' 11 3/4 12% 10'/8 10 /2 11'/8 11 3/4 12% 13 1/8 11 1/8 11 3/4 12 1/2 13 1/8 13% 14 1/4 12% 13 13% 14% — — — — —' -— — — -— — —

81/s

9 y4 9% 8% 9 9% 10 10% 11% 9'/2 10 1/e 10% 11'/4 11 3/4 12'/4 10% 10 7/8 11 1/4 11 3/4 12% 12% 11% 11 3/4 12% 13% 13% 14% 12% 12'/8 13% 14% 14% 15'/4 13% 14 1/4 14''/8 15% 16 16% 16 16 1/2 17'/4 17 3/4 18% 18% s

ENS

R

NON- APPROX ROLL 1NT R 100 TYPES (SADDLE S ENSJ ONLY )

6% 7 7'h 8 8 1h 6%

8 10 10 12 12 14 16 12

7'/2

12

8

14

42 4 520 62 0 71 5 81 0 91 0 100 0 58 5 68 5 78 5

-14

8 1/2

16

880

12 16 12 12 12 16 16 16 12 16

-14 -70 -14 -14 -14 -20 -20 -20 -14 -20

9'/8 9 3/4

16

975

8 1/4 82 9% 10 10'/2 11 9% 9'/8

18 14 16 16 18 18 20

107 3 755 88 5 100 0 114 0 1270 1400

16 16

-20 -20

10% 11

16 16

-20 -20

11 1/2 12

16

-20

10'/4

16 16 16 16 22 16 16 16 22 22 22 16 22 22 22 22 26 22 22 22 26 26 26 26 26 26 26 26 26

-20 -20 -20 -20 -24 -20 -20 -20 -24 -24 -24 -20 -24 -24 -24 -24 -30 -24 -24 -24 -30 -30 -30 -30 -30 -30 -30 -30 -30

10% 11 14 11 12 12~% e 11 1/4 11 3/4 12% 12 34 13'/4 13% 8 12% 12% s 13% 13'/8 14% 15% 13% 13% % 14 1/4 15 1/8 15% 16% 15% 16% 16% 17% 17% 18 1/4

4 8 8 8 8 12 12 8 8 12

6 -10 -10 -10 -10 -14 -14 -10 -10 - T4

5 1/s

12

16

82 0

18 18

950 1440

20

161 0

20 1780 22 196 1 18 860 18 990 20 1500 20 1660 22 1840 22 2000 20 92 5 20 1060 22 158 0 22 1750 24 193 0 24 210 0 22 99 0 112 0 22 24 168 0 24 185 0 30 202 0 30 218 0 24 1060 24 1190 30 1760 30 1940 30 210 0 30 228 0 30 ' 1200 30 132 0 30 195 0 30 215 0 36 229 0 36 2460

*Do not use this column for items which require clamping action . Special sizes to exact coverin g O .D. are required . E . MYATT & CO . 30

, TORONTO ONTARIO

Section 2

SADDLES and ROLL S Insulation Shiel d

Fig . 251

BARE PIP E

Material - Carbon steel . Finish - - Prime coat of corrosion resistant paint . Ordering - Specify bare pipe size, figur e number and name . Note - - - Fig. 251 is for 1" covering only . See illustration 31A be low for other covering thicknesses .

INSULATIO N VAPOU R

Order hangers separately FIG . 25 1

Fig. 25 1

Insulation shields distribute piping loads ove r sufficient area of the insulation to preven t the crushing and loss of effectiveness of th e insulation.

NOMINAL Y2

34 1 1'/4

Shields are primarily intended for low temperature or dual temperature service, usually in conjunction with continuous vapour barriers . They eliminate direct metal contac t with the piping which in addition to preventin g "frosting" and water damage to insulatio n substantially reduces pump vibration and noise transmission . Shield is cemented to covering at installation to maintain proper location . Fig . 251S

INSULATION SHIELD

BARE PIPE SIZE (IPS)

. 2 2Si 3 3!6 4 5 6 8 10 12

ACTUAL OD

.840 1 .050 1 .315 L660 1 .900 2 .375 2 .875 3 .500 4 .000 4 .500 5.563 6.625 8 .625 10 .750 12 .750

STANDARD SHIELD FO R 1 " THK INSULATION REQUIRE D INHANGER SULA APPRO X SIZE TION WT PER OD MATERIAL 100 26 20g x 4 16 2 1/2

3 3 1/4 3% 3 '4 4% 4 is 5/2 6 6 1h

20g x 4 20g x 4 20g x 4 20g x 6 20g x 6 16g x 8 16gx 8 16g x 8 16g x 8 16g x 8 7% 8% - 16g x 8 10 % 14g x 10 14g x 10 12 ~i 14% _ 14g x 10 _

18 20 22 35 40 90 100 110 130 160 180 350 425 480

2/ 3 3 31, 4 4 5 5 6 6 8 8 10 12 16

Special Insulation Shiel d

Special Insulation Shields are available for any covering thickness and to any material specifications . When ordering specify bare pipe size and covering thickness or pipe covering O .D. (see illustration .31A) . Specify required material size. To select proper hanger size for insulated pipe using Insulation Shields treat the insulation O .D. as the pipe size to be ed and select th e nearest standard hanger size. ILLUSTRATION 31A

Order hangers separately .

E . MYATT & CO. LTD ., TORONTO ONTARIO

31

Section 2 SADDLES and ROLL S Fig . 255

Long Pipe Rol l

FIG . 255 Fig. 25 5

ROLL SIZE

Long Pipe Rolls are made to dimension 'F' i n length - the outside diameter of the pipe plus a minimum clearance . The clearance hole is for axle diameter 'H' .

For insulated pipe with Protection Saddle s see page 28 for selection of proper roll size .

DIMENSIONAL DATA AXLE G H

F

1 /2-2 2-3

21 (6 41(6 4 3/4 5 7/8 6 7/8

3%2-4 5

6

Material - Cast iro n Finish - - Black Ordering - Specify roll size, figure numbe r and name .

LONG PIPE ROL L

8

8'/8

10 12 16 18

11 12 3/4 14 1/4 163(6 18(6

20

20 %

24

24 %

30

30 %

14

V

APPRO X WT PER 10 0

1 716 1% 2

Y2

1 T16

44

1/z

1%

%

66 100

2%

%

2~6 2 3/4 3% 3 7/8

3/4 % '/a 7/8 1 1/8 1 1/4 1 Y4 1 Y4 1 1/2 1 1/2

1 (6 1 3/4 1 '/8 1 Y2 1% 2 2 1/2 2 1 5(6 3 3/4 41(6 3% 4%

4%

4 3/4 5 3/4 6 3/4 6% 9

14 0

20 6 28 8 60 0 95 0 154 0 164 5

280 0 400 0 435 0 10200

Short pipe Rol l

Fig . 256

Short Pipe Rolls are made to dimension 'F' in length to meet space requirements where necessary . The clearance hole is for axle of diamete r 'H' Fig. 256 Material - Cast iron Finish - - Black Ordering - Specify roll size, figure number and name .

SHORT PIPE ROLL

FIG . 256 SIZE 1 1/2 "

-

42 "

ROLL SIZE

1 - 3 V2 4 - 6 8 -1 0

For insulated pipe with Protection Saddle s

Lsee page 28 for selection of proper roll size .

32

E . MYATT & CO.

12 16

-1 4 -20

22 -2 4 26 -30 36 -42

F

2 3I4

3 3/4

6 8 9 10 121/2 12 3/4

DIMENSIONAL DATA AXLE G H V

X

APPRO X WT PER 100

Y/2 Y2 3/4 7/a 1 Y8 1 % 1 3/4 1 3/4

2% 3% 5% 7% 8 Y2 91 / 11 7/8 12

70 11 0 44 0 850 12 7 0 145 0 240 0 370 0

1 MI 2'/8

31 / 4 41/2 41/2 5 1/2 5 3/4

TORONTO ONTARI O

1 K6 1 Y8 1X 6 1% 2 1/4 2 3/4 3 1/2 3%

Section

2

SADDLES and ROLL S

Fig .

258

Standard

Roller

Hange r

Standard Roller Hangers are recommended as genera l purpose roller hangers . The single hanger rod offer s economy and ease of installation . Adequate visible adjustment is possible after the hanger is in place . The yoke is steel - for strength .

The hanger may be locked into position by using an additional nut on the hanger rod as illustrated . Order nut s Fig . 258

and rod separately . For insulated pipe we recommend the use of Pipe Covering Protection Saddles, page 28, to provide continuous insulation and reduce heat losses . Material - Carbon steel (only the roll is cast iron ) Finish - - Black Ordering - Specify hanger size, figure number an d name .

L

FIG. 258

3/4

1

225 225 225 280

1'/4 1 1/2

2 2 1/2 3 4 5 6 8 10 _

DIMENSIONAL DAT A APPROX WT PER 10 0 C

D

3'/2 3 1/1 3 Y2 4% 4% 6% 6% 7 '/2

Y2

2'/2

Y2

1 11/8 1 Y4 1 1/2 1 3/4 2 Ye 2% 2 3/4

E Y2

J

K

2'/8 2'/8 2'/8 3'/4 3 1/4 4'l4 41/ 5'/8 5 1/8 6'/4 7 1/4 9 1/4

3% 3% 3% 4% 4% 6 6 7 7 8'/4 9 3l4 12

1/16

x 1 1/4 3 6 x1Y4 36 x 1 Y4 16 X 1 '/4 / T16x 1 Y4 1/4 x 1'/4

150 15 0 150 150 150 250

1/4X1 1/4 6 x 1 1/2

250

3j6 x 1 Y2 (6 x1½ %x2 %x2

440 440 52 5 900 121 0

11 1/4 13 1/4

14 1/4 16%

1/2 X 2 1/2 x 2

2400_

MATERIAL

475

7 8 9 10 11 12

475

13

%

2 1/2 3

475 685 685 780 780

14 16 17 19 22

% %

3 3 '/2

3 3

3/4

7'/2 8 3/4

3/4

4'I4 51/ 6 3/4

4 '/4 5'/8 6%

10'/4 13 15 34

965

23

71/4

7%

17%

8 1/2

8 1/4

1 1/8

14 3/4

3600

16 3/4

18 '/2 20'/2

1/2 x 2 1/2

1'/4

1/x 3

485 0

1'/4

18 3/4

221/

%x3

6800

1 Y4 1'/2

21 25 1/4

25 1/2 30

s/8 x 3 % x4

833 5 11665

280

3 1/2

12

STANDARD ROLLER HANGE R ENGINEERING DATA RECOM HANGER RECOM HANGER ROD ROD MAX SPACING SIZE TAKE-OUT LOAD LB (FT) A B 225 7 Y2 1 1/4

HANGER SIZE

For insulated pipe with Protection Saddle s see page 28 for selection o f proper hange r size . (Effective Hanger Size) .

'/2 1/2

7/8 7/8 7/s

1Y4 1 1/8 1 3/4 1 3/4

14

1200

25

1

16

1200

27

1'/8

10

18

1400

28

1'/8

10%

11

19 1/2 22 '/2 24 1/8

20

1400

30

1 1/8

24

2100

32

1'/8

11 '/2 14 1/8

12 1/8 14 1/4

25 1/8 31

9'/2

E . MYATT & CO.

Y2 '/2 Y2 1/2

Y2

Y2 S/8 % % 34 %/s 7/8 7/s _

1900

TORONTO ONTARI O 33

Section 2 SADDLES and ROLL S Fig .

261

Trapeze

Roller

Hange r

Trapeze Roller Hangers are recommended for th e suspension of bare or insulated pipe where longitudinal expansion may occur . Any required adjustment may be obtained by supplyin g a sufficiently long thread on the ing rods . Adjustment to correct sagging and to assure equal distribution of load on a series of hangers may be made b y turning the nut under the adjustable sockets . The socket clearance hole is for maximum rod diamFig . 26 1

eter 'A' . Rods of smaller diameter may be used fo r some applications . See page 35 for other applications . See page 69 for Spring Cushion application . Material - Long type cast iron rol l Cast iron sockets Carbon steel axl e Finish - - Black Ordering - Specify hanger size, figure number an d name . Order vertical hanger rods and nut s separately .

For insulated pipe with Protection Saddles see page 28 for selection o f proper hanger size . (Effective Hange r Size)

FIG . 261

TRAPEZE ROLLER HANGER DIMENSIONAL DATA

ENGINEERING DATA HANGER

RECOM

sin

MAX LOAD Le

A

B

J

1 1'/4

600 600

'/2

1 '/8

Y2

1'/4

1%

600

'/2

2

600

'h

1 ~/2

3% 3% 4 3/4

1

3/4

4 3/4

1'/a 1 7k 2% 2'3 6

2 %2

660

'/2

2'/8

5 3/4

3 3' 4 5

700 750 750 750

Y % % %

2% 3 3 3/4

534/ 6 3/4 6~ 7 3/4

43(6

3/4

4'/4

9 3A

6'h

8

1070 13 50

1O

1730

'/8 '/8

5'/8 6%

12'/4 14'/2

8 7/s 11

12

2400

7h

7 3X8

16'/4

14 16 18

3130 3970 4200

1 1 1

8 1/4

18 % 20 1/2 22 3/4

20 24 30

4550 6160 7290

1 1'/2 1 Y2

24 7/s 29 34'/8

6

2 3/4

9'/2 11 12' 14'/4 17'/4

E . MYATT & CO . 34

F

N

0

APPROX WT PER 100

R

'/2

%

5 Ys

15 0

'/2

%

5%

15 0

'h

%

140

'h

6 Y4 6 y4

7'/4 7 1/4

170

4146 4 3/4

'/2

% % %

%

3/4

4 3/4 5'/s

%

3/4 34

8% 8%

140

170 •

260 260

9%

300

11(6

11',4

500

'/8 '/8

1 '/8 1 'ti

14 % 16 3/4

80 1050

12 3/4

'/8

1 '/8

18 3/4

1525

14'/4 16)(6 183(6

1 Y8 1 '/4 1'/4

1 3/4 1 3/4 1 3/4

21 '/4 23 25

276 0 2970 432 0

20 % 24% 30%

1 Y4 1 Y2 1 Y2

1 3/4 1 314 1 3/4

27 1/4 33 38 3/4

560 0 720 0 12800

%

TORONTO ONTARI O

Section 2 SADDLES and ROLL S

Fig . 262

Adjustable Roll

Adjustable Roll s are recommended for the sup port of piping from below when liberal adjustment i s required . They are supplied complete, as shown, with the roll , two all-thread rods, and eight nuts . ing steel may be brackets, auxiliary steel, o r any structural member . Recommended maximum loads are for C maximum . A s C is reduced, the load carrying capacity increase s rapidly . See Fig. 261 Page 34 for Trapeze Rolle r Hanger and additional dimensions .

Fig . 262

FIG. 262

Material - Long type cast iron roll Cast iron sockets Carbon steel axle Carbon steel rod s fish - - Blac k Ordering - Specify hanger size , figure number and name .

r For insulated pipe with Proion Saddles see page 28 for selection of proper hange r size. (Effective Hanger Size)

HANG• ER SIZI

1

ADJUSTABLE ROLL

ENOMMEIZING DATA RECOM ` I MAX

Leas Li

DIMENSIONAL DAT A

D

•

320

O

1/2 'I/2

1% 1 V4 320 I !/ 1 1 V2 320 1''h 2 320 134 2350% 2% 350 i % 2% 3 750 ; % 224 4 750 % 3 S 750 % 334 6 1070 3A ` 4 i 8 1350 6 S% ; 10 1730 % 6% . 12 2200 '/1 7% 14 2670 1 8% 16

2670

1

18 20 24

3000 3000 6000

1% 1% 1%

MIN

2 Sri 2% 3'h 3% 3 34 4 434 .5 534 d34 7'6

MAX

f

I

MIN

MAX

8' 134 8'/4 1 % 8'h 1 % 834 1% 91 1 % 9% 1% 934 2 10 2 1014 2 11% . 2'h 13% 2 /

7 7 7 7 7 7 7 7 7 7% 8

91,,x14% 2/4

10% . 15% 2% 11 % 17% ;3-%

9% 12 %

-

C

19

3%

11 14% , 22' 3 •'h 12 % 15% :23%j3'% 14 % 1816,29 4•'h

8

8 9'h 9'/i 11 '/4 11'/% . 14 3

F

1% 1 'j 2% 2% 4f

N

434

'h 'h 'h 'h 'h 'h %

434

%

Skis

6% 8% 11

12 >4 14'/% 163% 1834 20 % 24 4

J

X 3 %' 4%! 434 5 Sri 5% :

;l

9h ' 9% 9% .

6%_10

734 10 34 9%' 1I 7/ 12'/4 12 % 14 Y2112 4 16'/4 12 1' 4 18 % 14 1 1/4 20' 14 1 '/4 2234 16 1'%4 24 6 16 1'/2 . 29 20 %

11E1a

2

1â'> :

63i' 10

11MT

11L~

3 111,

9

gNIOIE

'

27S 2 ' 2~ 25 ; .1173 4'!3

51 $ 83.5 1370 1550 1

2030 3500

3730 5670 6900 10100

TYPICAL ASSEMBLIE S Trapeze Roller Hangers may be modified to solve many pipe hangin g problems. Typical applications ar e Avoiding interferences Maintaining severe line grade s Hanging multiple line s We are pleased to review your piping problems with you and to offe r suggestions or supply designs if you so desire .

ILLUSTRATION 33A

ILLUSTRATION 35$ E. MYATT & CO.

TORONTO ONTARI O 35

Section 2 SADDLES and ROLL S Fig . 264

Standard Pipe Roll Chai r

Standard Pipe Roll Chairs are recommended fo r use where vertical adjustment is not required . These compact Chairs provide a firm and economical rolling for horizontal pipes subjec t to longitudinal expansion . Two holes are provide d for bolting, or the steel base may be welded directl y to the ing steel . Roll Chairs for 16 inch pipe and larger are reinforced with steel gusset plates .

Fig . 264

Material - Carbon steel (only the roll is cas t iron ) Finish - - Blac k Ordering - Specify hanger size, figure numbe r and name .

8

For insulated pipe with Protectio n Saddles see page 28 for selectio n of proper hanger size . (Effectiv e Hanger Size )

A

REINFORCED WITH GUSSET PLATES THK "T" FOR PIP E SIZES 16 INCH AND LARGER

See Fig . 266 Page 38 for Adjustable Steel Pip e Roll Stand

STANDARD PIPE ROLL CHAI R

FIG. 264

DIMENSIONAL DAT A

ENGINEERING DATA HANGER SIZE

1 '/2 2 2 1/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 30

RECOM MAX LOAD LBS

3 90

950 2100 3075 4980 6100 7500

FROM PIPE CENTERLINE _ TO BTM TO ROLL PLATE CENTER A B

3 1/4 3 1/2 3 7/8 4 1/8 4% 4% 5K6 6 %6 11 ' 816 91 6 113/a 12 13% 14 % 15% 17 3/4 21 7/8

1 1/2 1 3/4 2 1/8 2% 2% 2 3/4 3% 4 5613/84 7 ~/~ 8 /8 9% 10 % 11 % 13 % 16 3/4

APPRO X WT PE R 100 C

D

F

G

H

.1

K

T

1 3/4

3 7~66

2 3/4

1 7/8

1/2

1%

~6

--

'/4 x 2

21 5

2%a

41%6

3 3/4

2 1/8

Y2

2

1 %6

_

% x 2'/2

41 0

3 %46

61 16

6

3 1/4

3/4

4

7'16

-

%x3

1060

3 7/s

9316

8

4

'/8

5 3/4

1 %6

1/2 x 4

213 0

4 1/q

10%6

9

4 1/2

1 1/8

6 3I4

1

1/2 X 4

2895

4 3/8 5'/e

11 1

10 41/2 ® 5'/2

1 3/8 1 3/a

7 1/2

1'6

3/4 x 4

421 5

6

E . MYATT & CO .

36

TORONTO ONTARI O

(6

1/4

MATERIA L

Section SADDLES

Fig .

Steel

265

Pipe

Roll

and

ROLL

2

S

Stan d

Steel

Pipe

Stands

Roll

are

made

to

manufac-

turers' dimensional standards . A standard pattern of bolt holes is provided to permit bolting to a bracket or concrete pier . The steel base may be welded directly to the ing stee l if desired . More base bearing area is provided for use on concrete than with the Fig . 264 Roll Chair . The two bolt holes on the centerline of the uni t are on the outside of the upright plates for Fig .

265

6

inch pipe size and smaller . t Material - Cast iron roll Carbon steel base and axl e Finish - - Blac k Ordering - Specify hanger size, figure number and name .

For insulated pipe with Protection Saddles see page 28 for selection of proper hanger size . (Effectiv e Hanger Size ) REINFORCED WITH GUSSET PLATES THK SIZES

"W"

FOR PIP E

16" AND ABOV E

See Fig . 266 Page 38 for Adjustable Roll Stand

See Fig . 264 Page 36 for Standard Roll Chai r

FIG . 265

STEEL PIPE ROLL STAN D

ENGINEERING DATA FROM PIPE CENTERLINE HANGER RECOM TO TO SIZE MAX BTM ROLL LOAD PLATE CL LB A B

1 '/2

2 2 1/2 3 3~/2 4 5 6 8 1O 12

14 16

18 20 '24 30

390

950 2100

3'/4 3 1/2 3 7/8 4 '/8 4% 4% 5 746 6/(6 1 ::

6

113/8

3075 12

13% 4980 14 % . 15% 6100 17 3/4 7500 21 7/8

APPROX WT PER 100 C

D

E

F

G

H

i

J

K

1 3/4

3 7/(6

5 Y2

2 3/4

1 7/8

Y2

8

-

W6.

N

0

R

T

-

3 j6

U

W

'/2 1 3/4

2'/8 2% 2%

2'/4 3 7/8 6 3/8 7'h

8 ~/8 9% 10 % 11'/8 13% 16 3/4

l~6 6 %

4

470

-

2 /16

4' 16

5 1/2

3 3/4

2 1/8

Y2

10

-

1

x ]6

' 66

6>/2

6

3 >/4

3 /4

-

4

> 5(6

>

3 /s

3 9(6

8

8

4

'/8

--

5 3/4

%

~ i6

4 1/4

103(6

9

9

4

6 3/4

1 516

4% 5'/8

11%

9

10

4 y2

%

7'/2

' 1(6

1 16

12'

5'

1 3/4

' (6

13 6

4

1/(5~/4 -6

DIMENSIONAL DATA

14

E.

6

11

MYATT & CO .

1/2

1 '/8

-

10

1316 7 7/8

6

6

1

6

-

8

~/2

11

'6

-

840

4 % 41/4 7

5

9)(6

6

151 0 --

281 5

12 3/ 10'/4

6 '/2

'/4

400 0

14

11%

6 1/2

'/4

5900

17'/4

14'/4

8

1/4

9340

TORONTO ONTARI O 37

Section 2 SADDLES and ROLL S

Adjustable Steel Pipe Roll Stand

Fig . 266

i

Adjustable Steel Pipe Roll Stands are made to manufacturers' dimensional standards . They are recommended for use where adjustment is necessary and where provision is required for lateral pipe movement . Vertical adjustment with pipe and Roll Stand in plac e is made by means of jack screws furnished with loc k nuts to prevent loosening during operation of the pip e line . 2 inch lateral pipe movement is allowed by sliding o f the jack screws on the base plate . May be welded or bolted to bracket or other ing steel.

Fig . 266

Material - Carbon steel (only the roll is cast iron ) Finish - - Blac k Ordering - Specify hanger size, figure number an d name .

For insulated pipe with Protection Saddle s see page 28 for selection of proper hange r size . (Effective Hanger Size )

ADJ . STEEL PIPE ROLL STAN D

FIG . 266

HANGER SIZE

1 '/2 2 2 1/2 3 3'/2 4 5 6 8 10

12 14 16 18 20 24 30

38

ENGINEERING DATA FROM PIPE CENTERLINE TO STM PLATE TO ROLL CENTER A M MIN MAX d MAX

MOM MAX LOAD LB

5 5'/8 5% 5 3/4 6

390

6'/2

7 7%

950 2100

_

3075 4980 6100 7500 _

5 '/4 5% 5% 6 6 1/4 7 7'/2 8 '/8

10% 11% 11 '/2 - 123/4 13 14'/4 13 % 14'/8 15'/4 16 % 16 % 17 3/4 17 % 18 3/4 19 % 21 24 26 3/4

1 '/2 1 3/4 2 '/e 2% 2% 2 3/4 3% 4 5 1/4 63/g I

APPRO X WT PE R 100

C MIN

MAX

E

3 3/4 3% 3% 3'/4 3'/2 5'/4 3% 3% 3 3/s 3% 3 3/4 4 1/4 3% 4'/s 5'/2 4 1/8 3% 5 1/8 6 3~ 7 5 '/8 y 6 % .rte 5'/2 6 3/4 8 5~ 6 3/4 5'/8 7'/4 6 7% 9'/4 6 7% 9'/4 6'/4 7% 10 10 3/4 7 1/4

F

H

G

J

R

S

3'/2

7/s

1 '/8 1 3 r.~

7'/2 8 '/e 9% 10 % 11 % 13 % 16 3/4

DIMENSIONAL DAT A

I

1 /4 1 ~% s

1 7/8 3 1/4

2 3/4

7/e

3 'is

6'/2

%

98 5

3 3/4

2'/e

5'/e

7 3/4

5

149 5

6

3'/4

7 3f8

1 0 'l4

3/4

3 /4

r~.~

261 0 _

8

4

9 10 12 1/2

'l

9'/2

12'/2

4 1/2

1 '/8

11 '/8

14'/4

4' h 5 1/2

1% 1 3/4

12'/4 15 3/4

15 3/4 1 19 '/4 , 1

E . MYATT & CO . LTD ., TORONTO ONTARI O

'/s 1

504 0 739 0

'/4

961 0 15260

Section 3 BRACKETS and S Steel Pipe Chai r

Fig . 300

Steel Pipe Chairs are ideal s for pipe in trenches o r on piers . They are all steel and may be bolted or welde d into position . All dimensions may be modified if desired .

2 HOLE S

Material - Carbon stee l Finish - - Black Ordering - Specify pipe size, figure number and name .

For insulated pipe with Protection Saddle s see page 28 for selection of proper chai r size .

Fig . 300 0 -- ~.l

I .

FIG . 300 ENGINEERING DATA PIPE RECOM MAX SIZE LOAD LB B 2 336 1/ 1000 3 1 16 2 2 3 4 2000 3 1/2 4 1/4 4 5'/2 3000 6'116 5 6% 6 8 7 3/4 5000 9 10 10'/2 12 14 11 3/4 7000 13 16 18 13 3/4 8000 15 20 -

STEEL PIPE CHAI R DIMENSIONAL DAT A C 2'/4 21/4 2 1/4 2¼ 3'/4 3'/4 3'/4 3'/ c 3% 4'/e 4 3/4 5 4 3/4 5

E 2 1/4 2 3/4 3 Y2 4

D 3 1/2 4 1/4 5 51/2

-

6'/4 7 1/2 8 3/4 9'/2 11 3/4 13% 15 17 18 19

F

H

R 1% 1 3/4 2 21/4

i 2 /4 2 1/4

7/(6

4'/2 5 3/4 2'/4 7 7 92 3/4 11 12 1 3 /2 14 15 16

2'/4 3% 3'/e 5 5 Ye 6'/8 7 3/4 8 3/4 9 314 10 3/4

9/16

1146 13W6

1 3 /2

1

APPROX WT PER 100 16 5 20 0 23 5 26 0 32 5 39 0 45 0 . 88 0 108 5 128 5 185 0 210 5 2300 2620

MATERIAL ST3 B6 ST3B6 ST4B6 .5

ST5WF 10 .5 ST6WF 13 .5 ST6WF 13 .5

Adjustable Pipe Saddl e

Fig . 302

For adjustable of horizontal or slightly pitched pipe . Can swivel in any direction to suit pipe line . Stem is threaded full length for maximum, vertical adjustment . Tighten hex nuts after adjustment to prevent loosening during service . Material - Carbon steel . Finish, - - Black Ordering - Specify pipe size, figure number and name . Fig . 302

FIG . 302

ADJUSTABLE PIPE SADDLE ENGINEERING DATA

When ing bar e pipe, select size of Saddle directly fro m the table . For insulated pip e with Protection Saddles see page 28 fo r selection of prope r hanger size. (Effective Hanger Size)

:: ; E 3/4 1

RE COM MA X LO AD LB 150 1 50

A

B

MIN

MAX

C

'/2

3/4 7/s

1% 1 3/A

S'/2 5 3A

6 6

1 13i6 1916 1% 2'/e 2% 2% 33(4

2 2'/4 2 34 3 3'/2 4

5 3/4 5'/2 7'/2

6 6 8

7 3/4 8 8'/4

8 8 8

4'/4 4 3/4 5'/4

8'/4

1 '/4 1 '/2 2

150 500 800

'/2 % '/e

2'/2 3 3'/2 4 5 6

800 800 800

'/e 7/e

1100 1100 1100

1 1 1

DIMENSIONAL DATA

3'1ib

8 3/4 9 1/4

MATERIAL 6 x

1 '/4

316 x 1 '/4 3f6 x 1 '/4 3( x 1 '/4

APPROX WT PER 100 50 52 55

83

% x 2

23 2

8 8

% % % % %

2 2 2 2 2

24 5 25 8 27 1 34 2 36 5

8

%x2

390

x x x x x

E . MYATT & CO . LTD ., TORONTO ONTARIO 39

Section 3 BRACKETS and S Fig . 304

Pipe Saddle Suppor t

FIG. 304

PIPE SADDLE


PIPE SIZE S 3/4 "-6"

PIPE SIZE S 8"-24 " Fig . 30 4

1 1 '/4 1'/2 2

Pipe Saddle s are used on horizontal or slightly sloping pipe . They may be swivelled in any desired direction . Th e saddle may be field welded to stanchio n pipe 'D' .

Material - Carbon stee l Finish - - Blac k Ordering - Specify pipe size, figur e number and name . Fig . 306

DIMENSIONAL DATA

TAKE OUT

s

C

MATERIAL

i'1,!!6 3/4

3'/e 3 1/4

3/4

6 7 8 9

1 1

1 1'fa

3%

X 1 '/2 316 x 1 '/2 3(6 x 1 '/2 3(6 x 1'/2

1

1%

3 7/8

3(6 X 1 '/2

1' ~

4 3/4

/4 x 2

2

5

1

2'/2

10 11

3

12

1 '/2 1'/2

13

1 '/2

4 5 6 8 10 12 14

14 16 17 19 22 23 25

2 1/2 2% 2% 2'/2 2'/2 2%

16 18 20 24

27 28 30 32

3 '/2

For insulated pipe with Protectio n Saddles see page 28 for selectio n of proper hanger size . (Effectiv e Hanger Size)

RECOM STANHANGER CHION SPACING PIPE FT D

3 3 3 1/2 3'/2 4

3'/2

x2

2 1/4 5 1/4 2'/2 6'/2 3 7 3'if6 9% 4 3/4 - 7 5 3/4 8'/2 6 3/4 10 7% 8% 9% 10'/2 12 %

3(6

11 12 % 13 7/8 15 % 18

APPRO X WT PE R 100

40 60 68 70 75

180 19 5

'/4 x 2 '/4 x 3 '/4 x 3 %x3 ~ x 3'/ % x 3'/2 % x 3'/2

20 0 25 0 29 0 43 0 69 0 85 0 102 5

%x4 %x4 % x4'/2 Y2 x 4'/2 '/2 x 6

133 0 15,1 0 190 5 2635 , 4760

Pipe Stanchion Saddl e Pipe Stanchion Saddles are used to horizontal o r slightly sloping pipe . The U-Bolt holds the pipe firmly to the saddle which ma y be field welded to the stanchion . For insulated pipes use Fig . 306S . FIG. 306

PIPE STANCHION SADDLE

ENGINEERING DATA

Y4" GUSSET PLATE S FURNISHED ON SIZES 8 " AND LARGE R

ILLUSTRATION . PIPE WITH INSULATION (5 )

PIPE SIZE

2'/2

Fig. 306

3

Fig. 306S

Material - Carbon stee l Finish - - Blac k Ordering - Specify pipe size, figure number and name . Fo r Fig. 306S specify bare pipe size and insulatio n thickness .

3'/2

4 5 6 8 10 12 14 16 18 20 44

E . MYATT & CO . 40

RECOM STANHANGER CHION SPACING PIPE FT D

11 12 13 14 16 17 19 22 23 25 27 28 30 32

1 '/2 1 '/2 1 '/2 2'/2

2% 2'/2 2'/i 2 1/2 2'/2 3 3

3'/2 3% 4

DIMENSIONAL DATA

TAKE OUT

s 1';f6 2

2'/4 2 1/2 3

3% 4 3/4 5 3/4 6'/8

7% 8'/2

9 1/2 10% 12%

TORONTO ONTARI O

U

MATERIAL

3'h 3 3/4 4 4'/4 4 ~%8

C

_

'/2 '/2 '/2 '/2 '/2 %

7 8'/2 10 11 ,12 % I3/Q 15% 18

%

'/4 x 2'/2 '/4 x 2'/2 '/4 X 2'/2 '/4 X 3'/2 '/4 X 3'/2 % x 3'/2 % x 3'/2

5'/2

3/4 7/8 7/8 1 1 1

% x 3'/2 '/2 x 3'/z x4 x4 x 4'/2 % x 4'/2

%x6

APPRO X WT PE R 100

21 5 22 5 25 0 40 0 43 5 64 5 84 0 116 0 175 0 209 0 223 5 283 0 377 5 616 5

Section 3 BRACKETS and S

Adjustable

Fig . 308

Pipe Saddle Suppor t

selec t size of Adjustable Pipe Saddle Sup When ing bare pipe, port directly from the table .

For insulated pipe with Protectio n Saddles see page 28 for selectio n of proper hanger size . (Effectiv e Hanger Size)

Fig. 308

Adjustable Pipe Saddle s are intended as the adjusting portion of field fabricate d stanchion s . Up to 4- 1/2 inches of vertical adjustment is provided which ca n be made with the pipe and saddle in place . Adjustment is made by turning th e pipe nipple 'D' . The lower end of the threaded nipple is staked, preventing separatio n from the reducer . The will swivel to any desired direction . Saddles are reinforced for 8 in . pipe and larger . See Fig . 304 page 40 . Material - Steel saddle and straight threaded pipe nipple . Special cast iron reducer . Finish - - Black Ordering - Specify pipe size, figure number and name . Order stanchion pipe 'A'separately, with base flange or plate if required .

ADJUSTABLE PIPE SADDLE SUPPOR T

FIG. 308


2'/2

3 3'/2 4 5 6 8 10 12 14 16 18 20 24

RECOM HANGER SPACING (FT)

11 12 13 14 16 17 19 22 23 25 27 28 30 32

STANCHION PIPE A

2'/2 2'/2 2'/2 3 3 3 3 3 3 4 4 6 6 6

DIMENSIONAL DAT A E -

MIN

MAX

8

13 13 Y4 13'/2 14 14 34 15 1/4 16 % 18'/4 19 3/4 20 3A 22'/4 24 25'/2

8'/4

8'/2

9 1/4 10 10 % 11 3/4 13 1/2 15 16'/4 17 34 19'/2 21 23 3/4 E. MYATT & CO .

D

L

APPRO X WT PER 100

1 '/2 1 '/2 1 '/2 2'/2

10 10 10 10 10 10 10 11 11y2 11'/2 12 12'/2 13 13/2

70 0 72 0 725 1170 121 0 1350 1555 175 0 191 5 2605 278 0 384 5 4595 7010

PIPE NIPPLE

a 1% 2 2'/4 2 1/2

3 3% 4 3/4 5 3/4 6 34 7% 8% 9% 10 % 12%

2'/2

2'/2 2'/2 2 1/2 2'/2 3 3 4 4

4

,

TORONTO ONTARIO 41

ion 3 JACKETS said S Fig . 310

Standard Steel Anchor Chai r

FIG. 310 PIPE

STD STIR ANCHOR CHAIR

ENGINEERING DATA

DENSIONAL DATA

SIZE

B

a:-

SIZES T/2''' TO 2"

SIZES 2 1,f TO 24" Fig . 31 0

Standard Steel Anchor Chairs are economical anchor assemblies for pipe s up to 24 in . diameter . The base channel may be bolted o r welded directly to any structural steel . Vertical dimensions 'B' and 'C' may be modified to suit specific applications . Material - Carbon stee l Finish Blac k Ordering - Specify pipe size, figur e number and name .

A

C

E

H

I

L

MATERIAL

23(6 2% 2 %

-

-

--

—

%

1E 1 % 23 6

—

—

3/0 3

2% 2%

-—

----

2 r/6 3' 3%

j6

2 3/4

j

3 746 4~6

1 '/4

3/4

2%

%

'h

4

4

23(6

116

'l2

5 6

3 3/e 3% 5 '/2 6 Y2 7 '/2 8 K6 9'/8 10'/8 1 1 Y8 1 3 '/8

'/2

1¼

%

1 )(6

3/4

%

1 1 vs

1716

j3/4

%

1 YZ

K6

1'/2 2 2' /2

1 ,16 1 3/4 2 Y4

Ye 46 1 3(6

3

2 Y2

3'/2

8 10 12 14 16 18 20 24

%

'/2 116 1 '/e 1 Y8 13(6 1 Ye 1'/8 1 '/e 1 '/8

Y2 % 5/8 3/4 7/a '/8 1 1 1

0(6 1

6

1 3/4 2 1/4

5146 2'l4 6'/e 2'/4 7% 3 9 % 4Y2 11 % 5 1/2 13 3/4 6 15 7 7 17 197 21 1/8 7 25 Ye 8

13(6

' 3(6 1 3(6 1 3(6 1 3(6 '3(6 1 3(6 1 3(6 '3(6 1 3(6 1 3(6 1 3(6

3 LJ

APPROX WT PE R 100

65 75 100 4.

11 5 13 0 140 15 0

3 '/4

17 5

4

205

3 L 4 .1

4 4 5 7 8 9 10 10 11 11 12

4c" LJ

21 0 290 35 5 101 5 1175 152 5 166 0 207 0 227 0 238 5 2590

Heavy Duty Steel Anchor Chai r

Fig . 312

FOR 14 " PIPE AND LARGE R AND SMALLER Fig . 31 2 Heavy Duty Steel Anchor Chairs are for th e and anchoring of horizontal pipe lines . The steel base may be bolted or welded t o structural steel . The illustration shows thei r use with Welded Steel Brackets (page 45) . The heavy steel U-bolt anchors the pipe t o the chair . Tie rods inserted through the lu g holes reinforce against expansion forces actin g along the axis of the pipe .

Material - Carbon stee l Finish - - Prime coat corrosion resistan t paint . Ordering - Specify pipe size, figure numbe r and name .

E . MYATT & CO . 42

FIG . 312 HVY DUTY STEEL ANCHOR CHAI R PIPE SIZE

A

B

DIMENSIONAL DATA -C D E

4

Y2

3

4 1/4

5 6 8 10 12 14 16 18 20 24

Y2 % %

3 i6

5

'/8

5'6 6 '/2 7%

7/8

8'/2.

'/8

9% 10'/8 12 14

3/4

1 1 1

4 ~6

6 7% 8'/2

10 11 '/8 12'/2 13 5/8 14 % 16 5/8

TORONTO ONTARIO

F

G

APPRO X WT PER 100

3'/2 3 1/2 3 3/4 3 3/4 4 3/4 4 3/4 5 5 5 5 5

46 5 55 0 86 0 105 0 149 5 212 5 4700 582 0 6770 743 0 848 0

-

-

3 %6 4 1/8

3/4

4'/8 6 6'/8 8 '/2 9 7/8 11 Y 12'/8 13'/8 15'/e

3/4

% 3/4 7/8

1 1 '/8 1'/4 1 Y2 1% 1 7/8 2 2

1 1 Y8 1'/4 1 '/4 1 '/2 1 '/2 1 Y2 1 '/2

3/4


Short Offset Bracke t

Fig . 314

Short Offset Brackets are used to moderate pip e loads at short cantilever distances (see data table) . These brackets may be bolted to masonry or welded t o steel . When used on light masonry walls a backing plate shoul d be used to distribute the load over a sufficient wall area .

Material - Carbon stee l Finish - - Blac k Ordering - Specify bracket size number, figure num-

ber, dimension 'B', hanger rod diamete r and name .

Fig . 31 4

FIG. 314 BRACKE T NO

1 2 3

MA X RO D SIZ E A

/4 /8

3 7

1

RECOM MAX LOAD LB B=6

a=8

B=10

B=1 4

ANGLE SIZE

75 0 100 0 2000

55 0 85 0 1300

45 0 65 0 1100

35 0 55 0 1000

2 1/7 x 2',7 x 1/, x 3 x3 4 x4 x 1/ j

Long Offset Bracke t

Fig. 315

r

SHORT OFFSET BRACKET

Long Offset Brackets are reinforced for the o f heavier loads at greater cantilever distances (see dat a table) . These brackets may be bolted to masonry or welded to steel . When used on light masonry walls a backing plate shoul d be used to distribute the load over a sufficient wall area .

B SEE LOAD RATIN G

Material - Carbon stee l

Finish - - Blac k Ordering - Specify bracket size number, figure number, dimension 'B', hanger rod diamete r and name .

1 (2)

, Vu," HOLES

FIG . 31 5

Fig . 31 5

BRACKET NO

LONG OFFSET BRACKET

MAX RO D SIZ E A

1 2 3 E . MYATT & CO .

/4 '/8 3

RECOM MAX LOAD LB B=14

B=16

B=1 8

70 0 90 0 1200

60 0 70 0 1000

50 0 60 0 800

TORONTO ONTARI O

ANGLE SIZ E

C

8 x 2 I/2 /8 x 2 I/2 3/8 x 3 3 3

2'/ 3 4

x2 x 3 x4

1:

2 x x x

I„

1;

43

Section 3 BRACKETS and S Light Duty Welded Steel Bracke t

Fig . 320

Light Duty Steel Brackets are recommende r for a maximum load of 750 lb. The bracket number indicates the maximum cantilever distance for this load . The bracket may be welded or bolted to the building structure . Suspension of intermediate small piping may be made with Fig . 320C clip attachment . Material - Carbon steel Finish - - Blac k Ordering - Specify bracket number, figur e number and name . Order Fig . 320C clips separately and specify size number .

Fig. 320 Maximum Rod Diameter 3/4 inch Maximum Recommended Load 750 lb . LIGHT DUTY WELDED STEEL BRACKE T

FIG. 320 BRACKET

_ A

B

APPRO WT RXPE

DIMENSIONAL DAT A _ D C

F 1 1/4

G

fib

1

9

8

6 114

'/4

2

13

12

101h

%

3 4

19 25

18 24

16 1/2 22'h

1/4

2

%6

1/2

2 114

%

FIG . 320C CLI P

100

270

r

72 0 1790 _

MGR APPROX ROD WT PER

PIP E SIZE

CLI P NO

sin

1 %TO2 2 - 2'h TO 3 'h

3000

too % 75 'h _ 130

Standard Welded Steel Bracke t

Fig . 321

Standard Steel Brackets are recommended for a maximum load of 1500 lb . The bracket number indicates the maximum cantilever distance for thi s load. The bracket may be bolted or welded directly t o steel . Attachment to masonry is made with compound masonry anchors or expansion shields . Whe n fastened to light walls, through bolts and backing plates are recommended to distribute the loa d over the wall . All base roller assemblies illustrated in this catalogue may be used on this bracket to long pipe lines subject to longitudinal expansion . When used to suspend pipes, clearance has bee n provided to permit an average of 4° swing of the hanger rod in a direction perpendicular to th e bracket .

Fig. 32 1 Material - Carbon stee l Finish - - Prime coat of corrosion resistant paint . Ordering - Specify bracket number, figur e number and name . Maximum Rod Diameter 7/8 inc h Maximum Recommended Load 1500 lb .

STANDARD WELDED STEEL BRACKE T DIMENSIONAL DATA BRACKET

0 1 2

44

•

A

R

C

12 18 24

18 24 30

15 1h 21 1h 27'h

D 1 1/4 1 '/4 -

1 '/4

E 2 X14

F

G

4

N 1 'h

2'h 2 'h

4 1h 5

1 'h 13

1 3/4 2

E. MYATT & CO.

TORONTO ONTARI O

!

L

3(6 36

1 36 '36 94

APPROX WT PER 100

161 0 236 0

3830


Fig . 322

Heavy . Duty Welded Steel Bracke t Heavy Duty Steel Brackets are recommended for a maximum load of 3000 lb . The bracket numbe r indicates the maximum cantilever distance for thi s load . The bracket may be bolted or welded directly t o steel . When attached to masonry the strength o f the wall should be examined and through bolts an d backing plates used where necessary to distribut e the load over the wall . All base roller assemblies illustrated in this catalogue may be used on this bracket to long pipe lines subject to longitudinal expansion . Material - Carbon stee l Finish - - Prime coat of corrosion resistan t paint . Ordering - Specify bracket number, figure number and name .

Fig. 322 Maximum Rod Diameter 7/8 inc h Maximum Recommended Load 3000 lb . FIG . 322 BRACKET NO

0 1 2 3 4 5

HVY DUTY WELDED STEEL BRACKET DIMENSIONAL DATA

A

B

C

D

E

F

G

H

~

12 18 24 30 36 42

18 24 30 36 42 50

15 1/4 21% 27'/2 33'/4 39 46

1 '/4 1 34 1 '/2 1 '/2 1 '/2

2 3/4 2 3/4 2 3/4 3 3 3'/2

4 5 6 6 6 6

1 '/4 1 '/2 2 2 2 2

2 2 2'/2 2'/2 3'/2

'/4

1'/2

3'/2

% i6

{6 % 3/8

K

L

1 316 2 3/4 2'/2 2'/2 3'/2 3'/2

% 1 16 1 %6 1 X16 1146

M

APPROX WT PER 100

1 Y2 2 1 3/4 1 34 2 2

200 0 4100 680 0 850 0 11400 13400

Welding Angle Bracke t

Fig . 325

E C

Welding Angle Brackets are convenient and economical assemblies ready to weld to the stee l structure . When used to pipes, attachment is by U-Bolt or Pipe Clip to the bracket . Material - Carbon stee l Finish - - Blac k Ordering - Specify Bracket number, dimensio n hanger rod diameter, figur e number and name .

Fig . 325

FIG. 325

WELDING ANGLE BRACKET ENGINEERING DATA

BRACKE T NO

1 2 3

RECO M MAX LOAD LB

MAX ROD SIZE A

700 1200 2500

'/2 3/4 1

DIMENSIONAL DAT A

MIN

MAX

HGR ROD ADDITIVE C

8 10 12

18 21 24

1 '/2 2 2 '/2

E . MYATT & CO.

D

E

1 1 '/4 1 3/4

1 1 '/4 1 '/2

SIZ E ANGLE S

2 x2 x '/4 2'/2 x 2 '/2 x '/4 x % 3 x3

TORONTO ONTARI O 45

Section 4 RODS and CONNECTORS Fig . 400

U-Hange r U-Hangers are intended for use in wood construction with long lines of small diameter pipe . Lag bolts o r drive screws may be used for fastening to wood beam s or joists . Special U-Hangers are available with ' B' and 'C' unequal as shown in illustration 46A . Pipe sizes are grouped in the table for convenience . When ordering it is necessary to give the pipe siz e and length for each size . FIG . 400

Fig. 400

ILLUSTRATION 46A

Material - Carbon stee l Finish - - Blac k Ordering - Specify pipe size and lengt h 'B' for each size, figur e number and name .

Fig . 402

ENGINEERING DATA RECOM MAX LOAD LB A

PIPE SIZE

•--.

U-HANGE R

B

DIMENSIONAL DAT A SIZE SCREWS C

3/4-2

250

5()

S

S

2 1/2 .3

3 20

3/8

P

P

% x 2'

3'/2-4 5

560 560

K6

E

E

'

x3

'/2

x3

6

760

8

1120

I

'/2

F

F

Yx 3

Y

Y

% x3

C~

% 3/4

No . 16 x 2

Standard U-Bol t Standard J-Bol t

Fig . 403

Standard U-Bolts and J-Bolts are used to hold pipe or conduit securely against any surface . Length `L' is sufficient to fasten through a 1/2 inch thick plate . Threads ar e National Coarse . Maximum recommended temperature i s 650°F . Special U-Bolts may be obtained to any specifications yo u may require . Hex nuts must be ordered separately .

Fig. 402 See also Heavy Duty U-Bolt Fig . 414 page 47 . FIG . 402 STANDARD U-BOLT ENGINEERING DATA PIPE SIZE

'/2

a

Fig. 403 Material - Carbon steel Finish - - Blac k Ordering - Specify pipe size, fig ure number and name . E . MYATT & CO .

46

1 1 1 1/2 2 2 1/2 3 3 1/2 ~4 5 6

RECOM MAX LOAD L B FIG . 402

485 485 485 485 485 485 1220 1220 1220 1220 1220 2260

FIG . 403 J-BOL T

DIMENSIONAL DATA APPRO X WT PER 100 FIG. 40 2

A

C

1/4 '/4 y4

16

'/4 '/4 '/4

% % % % % 'h

TORONTO ONTARI O

1% 1% 1'~fb 2 y4 2% 3% 3% 4 (6 4% 6 7'/4

L

2% 2% 2 7/8 3'/4 3'f6 3 7/8 4% 53(6 5% 63(6 7% 8'/rb

T

1 3/4 1 3/4 1 3/4 1 3/4 1 3/4 1 34 2 2 2 2 2'/4 2'/4

8 9 10 11 12 13 35 40 45 48 58 12 0

See boon 4 RODS and CONNECTORS U-Bolt

Fig . 414

APPLtCA TION S Anchor

Fig. 41 4

Fig . 414 U-Bolts are recommended for heavy duty service . They may be used for guiding or anchoring pipe or for the of heavy loads as shown in the data table . U-Bolts are supplied with four hex nuts . Standard dimensions shown may be modified to meet your requirements ; specify tangent length ' D' , thread length ' E' and rod diameter' A' if other than standard . Specify pipe 0 . D. if other than standard . Material - Carbon stee l Finish - - Black Ordering - Specify pipe size, figure number and name . U-Bolts may be obtained made from Chrome-Molybdenum steel for high temperatur e service above 750°F . U-BOLT

FIG. 414 ENGINEERING DATA

pin SIZE

3/ 1 1'/4 1'/2

2 2 1/2 3 3'/2 4 5 6 8 10

12 14 16 18 20 24

RECOMMENDED MAXIMUM LOAD LB 650°F 750°F

1220 1220 1220 1220 1220 1220 2260 2260 2260 2260 2260 3620 3620 5420 7540 7540 7540 9920 9920 9920

1090 090 090 090 1090 090 2020 2020 2020 2020 2020 3230 3230 4830 6730 6730 6730 8850 8850 8850

DIMENSIONAL DAT A

ROD SIZE A

% % % 3/8 % % Y2 Y2

1/2 1/2 1/2 54 % 3/4 7/8 7/8 1 1 1

B

' %i6 1 Y8 1% 1'146 2 2746 2% 3 4146 4% 5% 6 3/4 8 3/4 10'/8 12 7/8 14 1/8 16% 18 1/8 20 1/8 24%

i

C

1 116 1 Y2 1 3/4 2 ~6 2% 2% 3746 4116 4~6 5 '46 6 1/8 7% 9% 11 % 13 3/4 15 17 19 1/8 21 1/ 25 1/8

E. MYATT & CO.

D

E

2%

2

2 Y2

2

2 3/4

2

2% 3 3 )16 3 9(6 4 4 1/4

2 1/2 2'/2 2 3/4

41/2 5 61(6 6'3 6 8% 9% 10 1/4 11 '/4 13 14 16

F

1% 1% 2'~ 6 2 Y8 236 2 1/8 2% 2'/4

G

'f6 1 2 % 2~2 1 3(6

2 1/4 2 6 2 3l4

1 )16 1 746 1 3/4 2 2 Y4 2% 3 6

3 Y2

2%

4N6

4 4½ 5 5 6 6 6

3 3 1/4 3 1/4 3 1/4 4 4 4

5% 6% 7 8 9 10 12

3 3 3 3 3 3 1/2

2'/4

MAX

MAX K

%

1 1 16

N

/4 /4

1/4 Y4 Y4 '/4 1/4 '/4

1/4 1/4 /2

1916 1'1 6 2 2 pie 2% 2% 2% 3'1 6 316 3% 4% 5'/4

Y2 % % % 3/4 3/4 3/4

6{6 7% 8 9 10% 11 3 13'%

A~RO X PER 100

2 6 2 6 2 1 116 3116 3'/4 3 1/3 3 3/4 4Y4 4'1 6

30 32 35 37 39 43 92 99 10 7 11 4 12 8 24 1

5 1,16

28 4

1 Jh

2',4

7'e 8 1/8 8 3/4 9 3/4 11 Y4 12'/4 14 1/4

48 9 776 83 2 91 9 136 7 1478 1708

TORONTO ONTARIO 47

Section 4 RODS and CONNECTOR S Eye Rod

Fig . 420

Eye Rods (not welded) are used in most standard applications . Thes e rods may be obtained to your specifications . Standards are listed fo r your convenience . For critical piping see Welded Eye Rod Fig . 440 Page 49 . Ordering - Specify figure number, name and dimensions 'A' and 'C ' Fig . 422

Linked Eye Rod

Olk IIIIIIIIIMIIMA~

Linked Eye Rods (not welded) afford a pivoted-t suppor t rod . For critical piping see Linked Welded Eye Rod Fig . 44 2 Page 49 .

nnnennnn r

Ordering - Specify figure number, name, and all dimension s (see drawing ) Hook Ro d

Fig . 424

Hook Rods are typical of many types of special bent rods whic h are available to your specifications . lnnnnnnI Ordering - Specify figure number, name, and all dimension s (see drawing )

Anchor Bolt

Fig . 426

TH

A

Anchor Bolts may be obtained to any specifications , Standards are listed for your convenience . Dimension 'E' is four times the rod diameter .

E 1

4 Ordering - Specify figure number, name, and dimensions 'A' and 'B'

GENERAL DATA BENT RODS (not welded ) FIGS. 420 – 422' 424 – 426

• All threads are National Coarse stand and bolt thread .

RO D SIZ E A

ENGINEERIN G DATA RECOM MA X LOAD L B @ 650° F TENSION SHEAR

• Any item may be obtained with left hand thread . '

1I

/4 6

Thread lengths and dimensions may be modified to your specifications .

• Material

'/2

5/s '/4 '/a

- Carbon steel

• Rods can be supplied in stainless, bronze, aluminum, etc . • Copper plated, cium plated, or galvanized finishes are available .

- 1'/a 1'/4

1%

1 '/2 1% 2

E . MYATT & CO . 48

-

95 160 240 440 705 1050 1470 1940 2430 3120 3700 4650

490 760 11#& 1960 3070 4420 6000 7800 9900 12300 14800 ' 17700

B

2'/2

S P

2% 3 4 4y

E

5

C I F Y

6 6 1/2 7'/4 8 8 3/4 9 3/4

6380 24050 8280

31400

MI N C

p

DIMENSIONAL DATA -

D

E

(6 ' 1 '/2 '/a 'l 6

' /16 ' j6 ' t6 1 %6 1 X16 1 6 1 7,{6 1%6 1%

1'/4

2 2'/2

3 3'/2 4 4 // 5 5'/z 6

11'/2

1% 7

12'/2

2 3/(6

TORONTO ONTARI O

8

F

MI N L

T

3/4 5'/2 1 '/4 '/s 5 3/4 1'/2 1 Ys. .— b ah" 2 1'/4 8 3/4 2'/2 1 .'/2 9'/4 2 '/2 1 3/4 11 3 13 3'/2 2 14 '/4 4 2'/4 4~/z 2 1/2 ~16 5 2 3/4 17½ 3 19 5 3'/4 21 '/4 6 3 3/4 25 7 4 27 8

Section 4 RODS and CONNECTOR S

Fig. 430

Machine Ro d

complies with NF cod e Machine Rods are available any length, threaded one end o r both ends . Rods may be obtained to any material specifications .

- B

A

Ordering - Specify Fig . No ., name, dimensions 'A' and 'B'

All Thread Rod

Fig. 432

All Thread Rods are completely threaded, supplied to exac t length .

B IMINI I MAIMAAMMAAAAAAAAAAAAAA111MIIAAAAAAAAAAAAB I

Fig . 434

Ordering - Specify figure number, name, and dimension s 'A' and 'B '

Continuous Thread Ro d CB CT

INAIA~MIIIAAAMIAAIIAAl1AAAAAl1AAAfIAAAAAAAA ~

Continuous Threaded Rods are convenient and economical . They may be cut easily to any required length . Standard rod and thread lengths are listed in the data table . Ordering - Specify figure number, name and rod diameter .

Fig . 440

Welded Eye Ro d Welded Eye Rods are recommended for all critical piping . Welding the eye considerably increases the strength of the eye rod . See data tabl e for standard eye diameters .

c

See Fig . 420 Page 48 for Eye Rod not welded .

Ai

Ordering - Specify figure number, name, and dimension 'A' and 'C '

Linked Welded Eye Ro d

Fig. 442

Linked Welded Eye Rods are recommended for heavy duty service where pivoted connections are required . See Fig . 422 Page 48 for Linked Eye Rods not welded . Ordering - Specify figure number, name, and all dimension s (see drawing ) GENERAL DATA THREADED RODS AND WELDED EYE ROD S FIGS . 430 — 432 — 434 — 440 — 442 ROD

• All threads are National Coarse standar d bolt thread .

S

E A

• Any item may be obtained with left hand thread .

3(6

• Rod dimensions and thread lengths may be modified to your specifications .

% /

• Welded Eye Rods have an increased eye diameter so that larger diameter cross-bolts maybe used and still allow freedom of move ment at this connection . • Material - Carbon steel -

Available in alloy

steel where therod operates at tempera tures above 750 0 F . • Copper plated, cium plated, or galvanized finishes are available .

E . MYATT & CO.

'/4

% 74

7%~

ENGINEERIN G DATA RECOM MAX LOAD LB @ 650•F @ 750•F

240 410 610 1130 1810 2710 3770

1

4960

1% 1% 1 i

6230 8000 9470

DIMENSIONAL DATA

S

MI N C

215 365 540 1010 16105 2420 P 3360 E 4420 C 5560 I 7140 F 8400 Y

2 /2 2% 3 1/2 4 1/4 4%. 5 Y4 6 7 8 9 10

1'

11630

10370

1% 2 2' 2 '/2

10'h

15700 20700 27200 33500

14000 18460 24260 29880

12 1/4 13 % 17 21 3/4

TORONTO ONTARI O

Ca

CT

D

72 72 72 120

70 70 70 118

34 3/4

120118

120 120 120 120 120 120 120 120 120 120 120

118 116 116 116 116 116 116 116 116 116 116

1 1'/4

1¼ 1 1/? 1½ 2 2 2 2 3/4 2 3/4 2 3/4 3 4 4 1/2

MIN L

6 6 1/4 8 9 3/4 10 1/ 12 % 13 34 16 18 20 22 24 28 30 38 48

T

1 '/4 1 1/2 2 2~/z 2% 3 3y 4 4 1/2 5 5 6 7 8 9 10

49

Section 4 RODS and CONNECTOR S Fig . 450 ENED

Turnbuckle Tie Rod s

Tie Rods with one or more turnbuckles may be obtained in 3/8" to 2" diameters . Any length rod may be developed - plates, washers, etc . are available to your specifications . Orders must specify all necessary dimensions .

cauCiEg);m=y =01E= cm Fig . 450

Special Machine Bolt s Extra-long-length and out-of-stock sizes of Machine Bolts can be obtained promptly by th e use of a Machine Rod threaded one end the thickness of the nut, and with any required thread length the other end . The nut on the "head" end is welded to the rod . This type of bolt, available any length and up to 2-1/4 inch diameter, has solved many otherwise costly problems . Ordering - Specify rod diameter, under-the-head length, thread length, square or hex hea d and nut, figure number and name . Note - Machine Bolt lengths are measured under the head . Machine Rod lengths are measure d over all - be sure the length you require is clear .

Fig . 455

PLAIN HANGER ROD

NUTS — WASHER S

ROD DIA

Plain Hanger Rod in bars, Square or Hex . Nuts in bulk, Hex . Lock Nuts i n bulk, and Standard Round Washers in bulk are available for field fabrication . See Fig . 434 Page 49 for Continuous Thread Rod in bars .

S/4

AREA SQ IN

STOC K LENGTH

~/z %

.167 .261 .376 .668

.049 .077 .110 .196

12 12 12 20

1 .043

.307

20

3/4 '/8

1 .502 2 .603

.442 .601

20 20

2 .67 3 .38 5 .31

.785 .994 1 .227

20 20 20

%

Rods from 1- 3/8 to 3-4/2 inch diameter inclusive, on application . Also, refer to Technical Section, page 74 .

WEIGHT PE R FOOT

1 1 '/8 1 '/4

WASHER INSID E OUTSIDE DIA DIA

(6

3/4 7/8

%

X16

1 1%

'3(6 W6 1X6

1 3(6 13(6

1 3/4 2

2 y4 2 ~/2

2 1. 4 2 3/4

Coach Screw Ro d

Fig . 460

4OUIUlt==3' OBSOLET Fig .

Stock Length s 1" :10" :12 " :18" :24" : 30 " 5 " : 42" : 48" : 5 4" : 6 0" : 72 "

E SE E

)n stee l

NEW PRODUCT SECTIO N

fy rod diameter and length , iisui- e number and name .

Coach Screw Rod s Stock lengths are

Coach Screw And Machine Thread Rod

Fig . 461

Diamete r %" : ~/2 n : %" : 3/4 "

+\A\11111\ IA

X

Stock length s 6 " : 8"•10 " •12 " •14 " •16 "" 18"•20"•22 " •24 " •30 " •36

Fig . 461

Rod Diameter

3/8

V2

Coach Screw Thread Length

2 1/4

2 3/4

3

3'

2

2~

2'I/2

3

Machine Threa d Length

3/4

%

E. MYATT & CO . 50

Coach Screw and Machine Thread rods may be obtained to any length . Stock lengths shown for your convenience . Material - Carbon stee l Finish - - Black Ordering - Specify rod diameter and length, figure number and name . TORONTO ONTARI O

Section 4 RODS and CONNECTOR S

Fig . 462

Rod Couplin g

Malleable iron Rod Couplings are used to connec t two rods of equal diameter . Tapping is for right han d National Coarse bolt thread . 04 -3 - ^^^^' er g permits visual inspection of the rod en N'6- ./-/

OBSOLETE

z/6,3

SE E NEW PRODUCT SECTIO N

FIG . 462 ROD DIA % '/2

% '/4

'/:

Material - Malleable cast iron Finish - - Blac k Ordering - Specify hanger ro d diameter, figur e number and name .

ROD COUPLIN G RECOM MAX LOAD LB

L

APPRO X WT PE R 100

610 1130 1810 2710 2900

1% 2'/8 2 1/2 2% 33(6

9 19 32 45 76

Fig . 470

Forged Steel Clevi s HGR . ROD AK E-OU T

Forged Steel Clevises are used to connect round ro d to flat plate . These steel forgings are designed to develop the full strength of the rod and comply full y with the Code for Pressure Piping . Tapping is right hand National Coarse bolt thread . Supplied without pins unless specified .

GRIP T

C

Material - Forged stee l Finish - - Black Ordering - Specify size number, figure numbe r and name, rod diameter, pin diameter , and size of grip .

Fig . 470

FIG. 470

FORGED STEEL CLEVI S ENGINEERING DATA

Na 2 2'/2 3 3 Y2 4 5 6


750° F

1810 3770 8000 11630 15700 20700 33500

1610 3360 7140 10370 14000 18460 29880

DIMENSIONAL DAT A

MA X TA P A

MAX PIN P

HGR RO D TAKE-OUT

%

3/4 1 '/4 1 '/2 1 3/4 2 2'/z 3

3 3 4 5 5 6 7

1 '/4 1 '/2 1~ 2 2'/2

E. MYATT & CO.

APPRO X WT PE R B

C

D

T

3 ~% s 4 5 6 6 7 8

1j6 2'/z 3 3 1/2 4 5 6

!16

1 '/8 1 X16 1% 1 3/4 2'/4 2 3/4

1

)(6

X16

% '3 6

170 25 0 40 0 60 0 800 1600 2600

TORONTO ONTARIO 51

Section 4 RODS and CONNECTORS

Forged Steel Turnbuckl e

Figs . 475, 475S C

II II~. L .H .THD.

Forged Steel Turnbuckles are stocked with standard 6 inc h opening and with ends tapped left hand-right hand to provide fo r hanger rod adjustment . Also available with openings of 3", 9", 12" and 24" .

-+ - 3 " 5g

() R .H .THD .

6" B –~- B (STANDARD OPENING) Fig . 47 5 Fig . 475 S (Body Only) (With Stub Ends ) FIG . 475

Material - Forged stee l Finish - - Blac k Ordering - Specify hanger rod size, figure number and name . (Also length of opening if other than standard) .

TURNBUCKLE

FIG . 475S

ENGINEERING DATA

RO D SIZE A

DIMENSIONAL DAT A

RECOM MAX LOAD LB @ 650°F @ 750°F 610 540 1130 1010

% '/s 3/4 '/8 1

1'/8 1 1/4 1 1/2 1 3/4 2

TURNBUCKLE WITH STUB END S APPROX W T PER 100 FIG. 475 FIG . 475 S 60 10 0

STU B LENGT H C 8

B

8 8

3/4

1810 2710 3770

1610 2420 3360

' i16 1 '/8 1 X16

4960

4420

1'

6230 8000 11630 15700 20700

5560 7140 10370 14000 18460

60

8 YZ 9 9'/1

1% 1 7/s 2 1/4 2% 3

14 0 21 0

88 140 190

32 5 46 0

63 0 77 5 103 0 162 0 226 0 3040

260

320 425 660 900 1140

9' 10 10½ 11 11'

Weldless Eye Nu t

Figs . 480, 4801

The Forged Steel Weldless Eye Nut provides a convenient attachment to beam clamps or pipe clamp s while using threaded straight hanger rod and eliminates the use of eye rods or welded eye rods wit h their attendant exactness of measurement . Material - Forged stee l Finish - - Blac k Ordering - Specify hanger rod size, figure number and name . Fig . 480 (For LH thread, order Fig . 480L ) WELDLESS EYE NU T

FIGS . 480, 480L ROD SIZE A

ENGINEERING DATA

@ 650°F

3/a

@ 750°F

610

540

6

FO

1610 2420 3 3 60 4420 5560

3/8 3/4 '/8 1 1'/e

-

1'/4

:88

1 1/2 1 3/4 2

11630 15700 20700

7140 6

52

DIMENSIONAL DATA

RECOM .MAX LOAD LB

7800 -~

B '/2

s/8 ' 316

1

%6

2 3/8 1 S/e 3%6

1X16 1 '/4 1 3/8

3 K6 3'/z 3 3/4

~/8

' ~6 1

E

C

1 '/4 1 '/T

' 88 ~•~

E . MYATT & CO .

T

3/4

~

6

3/8 Y2 % 3/a

1 '/4

1

1 '/2 1 3/4 2 2'/a 2'/4 2'/z

1 16 1% 1 s/8 1'/e '/8 1 7/8 11 2 1 '/8 2 318 1'I4

13/4

1 ~6 2 1/2

3( 3 ~/8 4 6 5 5 5 3/4 6 1/4 6 3/4

4

1 '/s

10

4

1 1/2

10

TORONTO ONTARI O

APPRO X WT PE R 100

20 30 55 10 0 15 5 24 5 24 5 37 5 50 0 67 5 167 5 167 5

Section 4 RODS and CONNECTORS

Figs .

toxin Expansion Shield s

485, 486

The LOXIN is a popular Expansion Shield for insertion int o masonry walls, concrete ceilings or piers . It locks when the machine bolt is tightened and thereafte r will be securely anchored although the bolt may be removed . Material - Rust-proof allo y Ordering - Specify bolt diameter, figure number an d

Fig . 485 Short Standard

name . (Order machine bolts separately . Bolt length = dimensions A+T . )

Fig . 486 Long Standard

FIG. 485

FIG. 486

SHORT STANDARD LOXIN

LONG STANDARD LOXI N LG OF SHIELD

LG OF

slum

ENGINEERING DATA HOLE RECOM MAX H TENSION LB

BOLT DIAM

300 700 1000

,

'/2 %

A

'

APPROX WT PER 100 (LESS BOLTS)

1 1/2 2 2 1/z

%x1Y 7/8 x 2 1 x 2'h

Figs . 491, 49 2

6 13 20

Compound

BOLT DIAM i

ENGINEERING DATA RECOM MAX HOLE H TENSION LB

APPROX WT PER 10 0 (LESS BOLTS )

A I

450 1000 1500 2000

34

'/3 % ' Y4

%x2 7/8 x 2 1/2 x3 1 1 1/8 x 3 1/2

I

2 2 1/2 3

7 16 23

3 Y2

32

Masonry Anchor s

493, 494 Compound Masonry Anchors are designed t o withstand both tension and shear forces and are recommended as 7horage attachment s to ceilings, floors o r

to masonry pip ,,,.

tw;i \\\/ __ ► ~~

isonry, the assem ~h of the masonry , elf, but for appli Fig . 491 Two-Unit Threade d

he recommende d 0~ table are base d 0' si c1:%o y ~ 3. 0iijcr1: E ,o In the plain, two and three unit sets .; V~ and threaded, two and three unit sets .

BS

Material - Threaded or plain alloy cone s and expanding lead sleeve s Finish - - Rust-proo f Ordering - Specify bolt diameter, figure Fig. 493 Two-Unit

FIGS. 491, 492, 493, 494 BOLT DIAM

3A %s

8/i 3/4 ~ %a 1

RECOM MAX LOAD LB TENSION SHEAR

400 720 960 1080 1200 1360

FIG 491 15{6

1 ~6 236 2% 3 3%

Order r

:i is and nuts separately .

COMPOUND MASONRY ANCHOR S TO OBTAIN BOLT LGT ADD PLAT E THICKNESS "T" TO THE FOLLOWING

ENGINEERING DATA

800 1600 2400 3600 4400 5600

number and name .

Fig . 494 Three-Unit Plain

Plain

APPROX WT PER 10 0 (LESS BOLTS )

DEPTH OF HOLE_ THREADED PLAIN HOLE FIG 491 FIG 492 FIG 493 FIG 494 FIG 492 FIG 493 FIG 494 SIZE _ A A A+B A+B FIG 491 FIG 492 FIG 493 FIG 494 1% 1716 11(6 3/4 1 1 '/2 1'/2 2 11 16 10 15 2'/8 1 1 3/ 1 3/4 11 16 2 1/4 13(8 23f6 27 37 20 30 2 3/4 2% 2% 1 '/8 1 1 3(6 2% 2j'6 3 32 45 26 39 ..

3'/2 3 3/4 416

2'/8 3K6 3 7/8

31(6 3% 4%

E. MYATT & CO .

1% 1~ 1%

2'/4 2% 2~

2% 3%

2'3 6

3'/8

3%

3% 4 4'/e

59 83 98

84 116 137

50 65 78

75 98 11 7

TORONTO ONTARIO 53

Section 5 UPPER ATTACHMENT S Standard Beam Clam p

Fig . 500

Standard Beam Clamps are recommended for us e under normal service conditions on wide flange or I beams . If for use with back-to-back double angl e struts or heavy square flange (built-up) sections , dimensions 'F' and 'T' must be specified. Material - Carbon stee l Finish - - Black Ordering - Specify size number, flange width and thickness, figure number and .name . Note - If possible give beam description e .g . (8 WF 17 )

Fig. 500

For Side Beam Clamps see page 5 5 For Heavy Duty Service see pages 56 to 5 8 FIG . 500 fJ

~l F---a te

STD . BEAM CLAM P

ENGINEERING DATA

j T SIZE NO

A B C D

RECOM MAX ROD MAX SIZE LOAD LB A

500 900 1500 2000

DIMENSIONAL DAT A

BOL T B

% %

% '/2 3/4

1

1

C

34 1 1 1/4

D

MATERIAL

1% 1'h 2 2 1/4

x 1 '/4 %x1 1/2 '/2 x 2 '/2 x 3 '/4

Fig . 50 2 Fig . 50 3

Standard Channel Clamps are recommended for us e under normal service conditions on structural channels or angles . The 2-Bolt type offers a more positive grip wher e required by service conditions .

Material - Carbon stee l Finish - - Blac k Ordering - Specify size number, size and description of structural member, figure num ber and name . FIGS. 502, 503

CHANNEL CLAMPS

ENGINEERING DATA

-4j•+-A Fig. 502

54

Fig. 503

E. MYATT & CO .

SIZE NO

1 2 3 4

DIMENSIONAL DATA

RECOM MAX LOA D LB

RECOM MGR RO D A

BOLT B

80 22 5 30 0 500

%

%

% 3/4

%

3/4

TORONTO ONTARI O

C

D

MATERIAL

1 1 '/4 1 '/2 1 3/4

1 '/4 1 '/2 1 3/4 2

'/4 x 1 '/4 % x 1 '/2 %x 2 '/2 x 2

Section 5 UPPER ATTACHMENTS

Fig .

504

Standard Side

Beam Clam p

Standard Side Beam Clamps are recommended for norma l service where the pipe is located a short distance from th e side of the beam . The clamp may be used on the top or bottom flange as required . Material - Carbon stee l Finish - - Black Ordering - Specify clamp size number, dimensions 'F', 'X ' and 'T' , figure number and name .

FIG. 504 SIZE NO

1

Fig . 504

Fig .

Heavy

505

STD . SIDE BEAM CLAM P

ENGINEERING DATA RECOM MAX LOAD LB Y=3 1/2 " Y=5 /2 " A

90

50

F

X

BOLT SIZE

%

S

S

%

P E C

P E C

'/4 x 1 '/4 % x 1 1/2

%

%x 2

3/4

V2 x 2

'/s

x3

2

210

100

'/2

3

360

175

%

4

500

250

3/4

5

800

400

'/8 -1

Duty

Side Beam

DIMENSIONAL DATA

F

F

Y

Y

MATERIAL

Clam p

Heavy Duty Side Beam Clamps are made with extended retaining lugs which allow greater loads or more cantilever distance than Fig . 504 Standard Clamps . Material - Carbon steel Finish - - Blac k Ordering - Specify clamp size number, dimensions 'F', 'X ' and 'T', figure number and name .

FIG . 505 SIZE NO

X

Fig . 505

Fig .

506

HVY. DUTY SIDE BEAM CLAM P

ENGINEERING DATA RECOM MAX LOAD LB Y=3 1/1 " Y-S 1/t" Y=7 /z"

DIMENSIONAL DATA A

F

X

BOLT SIZE

MATERIA L

1

125

80

60

%

S

S

%

2

300

200

140

'/2

P E

P E

'/2

x 1 '/4 % x 1 '/2

3

550

350

250

%

C

C

%

%x2

4

750

475

350

34

5

1200

750

550

'/8 -1

F Y

F Y

'/4

1/2 x 2 '/8

x3

Beam Hoo k Beam Hooks are simple, economical attachments for use with small diameter pipe, conduit and duct work . Material - Carbon steel Finish - - Blac k Ordering - Specify size number, dimensions 'X' and 'T' , figure number and name .

FIG . 506 SIZE NUMBER

Fig . 506

E. MYATT & CO.

BEAM HOO K

ENGINEERING DATA RECOM MAX LOAD LB A

DIMENSIONAL DAT A MATERIAL

X

T

1

85

%

'/4x1 / '4

2

260

'/2

%x1'/2

3 4

365 590

%

% x2

S P E C

S P E C

3/4

'/2

5

970

x2 x3

F Y

1

'/2

I

F Y.

TORONTO ONTARI O 55

Section 5 UPPER ATTACHMENTS Fig . 510

2-Bolt Wide Flange Beam Clam p 2-Bolt Wide Flange Beam Clamps are for use on standar d wide flange beams with 10-1/2 inch maximum flang e width . They are recommended for heavy duty servic e and for use with critical piping . The lower bolt is provided with a pipe spacer to preven t binding of the hanger rod . Tightening the upper bolt provides a firm grip on the beam and the lock nuts insur e against loosening of the bolts due to vibration . The clamp may be used with either Fig . 440 Welded Ey e Rod, or Fig . 480 Weldless Eye Nut . The transverse stress set up in the beam itself shoul d be checked when suspending heavy loads . If the fibr e stress is severe the beam should be reinforced with parallel vertical plates welded on both sides of the web , and to the top and bottom flanges . The transverse stress set up in the beam (maximum a t point P) due to the suspended load can be determine d approximately by the empirical formula -

FLG . THK .

S P

L Z2

=

Sp is the fibre stress (lb . per sq . in . ) L is the load suspended (lb . )

Fig . 510

Z is the flange thickness (in . ) Material - Carbon stee l Finish - - Prime coat corrosion resistant paint . Ordering - Specify clamp size number, dimensio n 'W', figure number and name . 2-BOLT WIDE FLANGE BEAM CLAM P

FIG . 510

DIMENSIONAL DAT A

ENGINEERING DATA SIZE NUMBER

o°c a

)Q =

>-

56

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

RECOM MAX LOAD (L ) LB

750 750 750 750 750 1500 1500 1500 1500 1500 3000 3000 3000 3000 , 3 000

W

4 5-6 6'/2 - 7'/2

4 S/8 5 1/8 5 S/8 6 1/4 7 1/8

'/2 '/2 Y2

8-9 10 - 10' 4 5-6

'/2

6'/2 - 7'/2

%

6'/8

%

6 3/4 7 5k 6 '/4 6% 7'/4 7 7/8 8 3/4

8- 9 10 - 10 1/2 4 5-6 6'/2 - 7 '/2 8-9 10 - 10 '/2

.

RECOM ,HGR ROD TAKE-OUT HGR WE F S EYE RO D RO D NU T C A B

Y2

S/8 %

% '/8

7/8 '/8 '/8

7/8

'

5'/8

5%

5'/2

6 6'/2 7'/8 8 6 1/4 6 3/4 7 '/4 7 7/8 8 314 7 3/4 8 1/4 8 3/4 9% 10 1/4

E . MYATT & Co .

(MIN ) F

D

E

3/4 3/4 3/4 3/4 3/4

7/8 'A

2'/8

2'/8

1 1 1 1 1 1 '/2 1 '/2 1 '/2

2'/8

1'/2

2 2/8

1 '/2

1 1 1 1 1

2'/8

2 '/8 2'/8 2'/8

2 7/8 2 7/8

3/4 3/4 3/4 3/4

'/8 '/8

,

G

s/8 % %

3/4

%

3/4 S/8 1 ~~ 3/4 1 3/4 1 3/4 1 3/4 3/4 1 1 '/4 1 '/8 1 '/4 1 1/8 1 '/4 1 '/8 1 '/4 1 1/8 1 1/4 1 V8

TORONTO ONTARIO

SCH 40 PIPE SPACE R

3/4

1 '/4

MATERIAL

3/8 x 3 3/8x3 %x3 %x3 /e x 3 '/2 X 3 '/2x3 1/2 X 3 '/2 x 3 1/2 x 3 %x4 %x4 %x4 %x4 %X 4

APPRO X WT PE R 0p

59 0 67 5

75 0 78 0 94 0 91 0 103 0 108 5 1190 134 5 197 5 2190 2 24 5 252 0 2640

Section 5 UPPER ATTACHMENT S 2-Bolt I Beam Clam p

Fig . 511

2-Bolt I Beam Clamps are for use on standard I beam s with flange widths between 4 and 8 inches . They ar e recommended for heavy duty service and for critica l piping . The lower bolt is provided with a pipe spacer to preven t binding of the hanger rod . Tightening the upper bolt provides a firm grip on the beam and the lock nut s insure against loosening of the bolts due to vibration . The clamp may be used with either Fig . 440 Welded Ey e Rod, or Fig. 480 Weldless Eye Nut. The transverse stress set up in the beam itself shoul d be checked when suspending heavy loads . If the fibr e stress is severe the beam should be reinforced with parallel vertical plates welded on both sides of the web , and to the top and bottom flanges . The transverse stress set up in the beam (maximum a t point P) due to the suspended load can be determine d approximately by the empirical formula -

MEAN FLG. THK.

S

L Z~

=_

P

S p is the fibre stress (lb . per sq. in . ) L is the load suspended (lb . ) Z is the mean flange thickness (in . ) Material - Carbon stee l Finish - - Prime coat corrosion resistant paint . Ordering - Specify clamp size number, dimension 'W', figure number and name . 2-BOLT I BEAM CLAM P

FIG. 511

DIMENSIONAL DATA

ENGINEERING DATA SIZE NUMBER

1 2 Z 3 4 5 ~– 6 } 7 8 = 9 10 11 12 W 13 14 15 oc

RECOM MAX LOAD (L ) LB

W

750 750 750 750 750 1500 1500 1500 1500 1500 3000 3000 3000 3000 3000

4 - 4 V8 4 S/8 - 5'/4 5 Y2 - 6 % 7 - 7 1/4 7 7/8 - 8 4 - 4'/e 4 % - 5'/4 5'/2 - 6 % 7 - 7'/4 7 7/8 - 8 4 - 4'/a 4 s/8 - 5 Y4 5'/2 - 6 % 7 - 7'/4 7'/8 - 8

RECOM HGR ROD TAKE—OUT HGR WE F S EYE NU T RO D RO D A B C

/ T/2 Y2 '/2 Y2

s/e s/8 % S/8 % '/8

7/ 7/8 '/8 '/8

5 5 1/4 5 Y2 6 '/8 6 5/8 5'/~ 5 3/4 6 6 S/8 7 '/8 6% 6 7/8 7 Y8 7 3/4 8Y

E . MYATT & CO.

D

5 7/8 6 V8 6 3/8 7 7 V2

1 3/4 1 3/4 1 3/4 1 3/4 1 3/4 2 ~¼ a 2 Y8 2'/a

6'/2 6 3/4

7 7 s% a 8 8'/4 8½ 9 '/8 9%

~

2'/8

2 Y8 2 7/8 2 7/8 2 7/8 2'/8

8'/8

_

2'/8

(MIN ) F

E

_

G

7/8 7/8 '/8 '/8 7/8

3/4 3/4 3/4 3/4

S/8

1. 1 1 1 1 1 '/2 1 '/2 1 '/2 1 '/2

1 1 1 1 1 1'/4 1 '/4 1 Y4 1 '/4 1 '/4

3/4 3/4 3/4 3/4 34

1 '/2

_

SCH 40 PIP E SPACE R

% %

3/4

%

3/4

1'/8

_

TORONTO ONTARI O

1 '/8 1 Y8 1 '/8 1 '/8

1y

MATERIAL

APPROX WT PE R 100

%x3 3/8 x 3 %x3 %x3 3/8 x 3 /2 x 3 '/2 X 3 1/2 x 3 '/2 x 3 X 3 %x4 %x4 %x4 %x4 %x4

60 5 64 5 670 74 0 770 88 0 98 0 1000 109 5 114 5 169 5 204 5 21 1 5 2300 2370

57

Section 5 UPPER ATTACHMENTS Fig . 513

Diamond Beam Clam p

SIZES 1-2

Diamond Beam Clamps are recommended for us e in extreme service conditions where flange width s or pipe loads exceed those shown for other standar d type beam clamps . With positive attachment to the web of the bea m by bolting or welding, the clamp develops the ful l strength of the hanger rod. No additional bending stress is applied to the flange of the structural beam .

SIZE S 3-4-5

FIG. 513 DIAMOND BEAM CLAM P ENGINEERIN G DATA SIZE RECOM RECOM NUM- MAX NOR BER LOA D ROD LB A

1 2 3 4 5

2710 3770 4960 6230 8000

3/4 1 1 'h 1 Y4

Material - Carbon stee l Finish - - Blac k Ordering - Specify clamp size number, figur e number, name and size and description of the structural beam .

DIMENSIONAL DATA

B

'/a 1 1 '/8 1 '/4 1 31

UPPER BOLT S C

11 222-

3/4 3/4 3/4 3/4

MATERIAL F

1 1 '/8 1 '/4 1% 134

%x3 '/2 X 3'/2 '/2 x 4 '/2 % x4'/2

% x 4 1/2

Heavy Duty Ceiling Cli p

Fig . 515

Heavy Duty Ceiling Clips are recommended a s attachments to ceilings or beams for the load s shown in the data table . They may be bolted or welded to structural steel . Material - Carbon stee l Finish - - Blac k Ordering - Specify hanger rod size, figure number and name . Fig . 515 See also Beam Attachment Fig . 530 page ' 59 HEAVY DUTY CEILING CLI P

FIG . 515

DIMENSIONAL DAT A

ENGINEERING DATA RO D SIZE

A

'/e

~/2 a 73 4 7/s

1

58

RECOM MAX LOAD, LBS ' WITH WIT H LAG BOLTS T O STEE L SCREWS

42 5 71 5 810 1500 1650 1750

61 0 113 0 1810 2710 3770 4000

ROD TAKE-OU T B

1 '/4 Y2

1 '/4

APPROX WT PER 100 C

D

E

3''/(6 4 3/4 5'/4 6% 7 1/4 7 3/4

2 3/4 3 1/2 3 '/8 4%

2% 2 '/8 3 3¼ 3 3/s 3%

E. MYATT & CO .

5'/4 5 3/4

H

MATERIAL ::I :// 2422

1/4 x

_

TORONTO ONTARIO

11 6 X16

% ' 6 ' 16

5

%x

'11 Q

%x '/2 x '/2 x

'

'/2 x

'430

14 5 20 5 30 5

Section 5 UPPER ATTACHMENT S

Heavy Duty Beam Attachmen t

Figs . 530, 531

Heavy Duty Beam Attachments are accepted and highly approved upper connections to structura l beams . These attachments allow free movement of the hanger rod for any horizontal direction o f pipe movement . The cross bolt is normally supplied less lock nut . The welding beads should always be applied in a direction parallel to the beam longitudinal cente r line . This is always true when welding to th e underside of loaded beams .

APPLICATION WITH WELDED EYE ROD

APPLICATION WITH F.S. WELDLESS EYE NUT

FIGS . 530, 531

ROD

sum A

Convenient application showing attachment welde d to large size pipe in lieu of a pipe clamp . Here the hanger rod take-out is obtained by adding half the pipe O.D . to dimension C . May also be used with welded eye rod .

HEAVY DUTY BEAM ATTACHMEN T

ENGINEERING DATA MGR ROD TAKE-OU T FIG. 530 FIG. 531 WELDED RECOM MAX EYE FSWE LOAD ROD NUT C LS R D

%

610

2

'/2 % Y 'AB

1130 1810 2710 3770 4960 6230 8000 9500 11630 15700 20700

2 2 2 3 3 3 3 4 4 5 5

1 1 1I~i 1% 1% 1 Y2 1% 2

Material Carbon stee l Finish - - Blac k Ordering - Specify hanger rod size, figur e number and name .

Fig . 53 1 (Without Bolt )

Fig. 530 (With Bolt)

2% 2 3/4

3 3 '/8 4 y4 4'/2 4'/2 4 3/4 6 6 8% 8%

DIMENSIONAL DAT A

E

F

G

2

12

12 7/8

2 2 2 3 3 3 3 4 4 5 5

%

1

1 y4 1 '/4 1'/2 2

1'e 1 '/4 1% 1% 1% 1 7/a 2'/4

E. MYATT & CO.

7/a

2 MI 2'/8 '

3 'h

MATERIAL

1/4 x 2 '/4 x 2 1/4 x 2

APPROX WT PER 100 FIG . SSO - FIG. 53 1

117 131 155

96 96 96

% x 2'/2

279

192

4'/4

% x 2 '/2

2

4~

'/z x 3

394 629

2'/4 2 ~/z 3 3 3 3/4 3 3/4

4 3/4 5 6'/2 6 1/2 7 3/4 8~

Y2 x 3 %x4 34 x 5 3/4 x 5 3/4 x 5 3/4 x 6

618 1022 1902 1902 2418 3055

25 3 42 7 45 0 80 9 156 0 1560 1870 2280

TORONTO ONTARI O

59

Section 5 UPPER ATTACHMENT S Standard Ceiling Cli p

Fig . 532

(2) HOLES 'J '

Standard Ceiling Clips are recommended for norma l service as an economical attachment to wood, stee l or concrete .

F Material - Carbon stee l Finish - - Blac k Ordering - Specify rod diameter, figure numbe r and name . For heavy duty service see Fig . 515 Page 58 and Fig . 535 Page 61 . Fig . 53 2 STANDARD CEILING CLI P

FIG . 532 ENGINEERING DATA

ROD SIZE A

RECO M MA X LOAD LB

DIMENSIONAL DATA

APPROX WT PER 100

WITH LAG SCREW OR BOLTS TO STEEL

HGR ROD TAKEOU T B

C

D

S 3A

100 200 300 600

1% 1 3I4 1 3/4 1 3/4

2 3/4 3 1/2 3 78 4%

2% 2 7/8 3 3'

7AB

700

1 3/4

5 1/4

3%

Fig . 533

F

J

1 1/4 1 1/2 1 V/2 1 '/e

X16 '16 16 1 316 ' 3i6

1

SIZE COAC H SCREWS % x1

SIZ E BOLTS

%

MATERIA L

%

x2 Y2 x 2 %x3 3/4 x 3

X 16 x1 V4 X 1 Y4 '6 X 1 Y2 1 %x2 1/2 x 2

1/2 1/2

% 3/4

40 80 12 5 22 5

340

Standard Welded Beam Attachmen t Standard Welded Beam Attachments are recommended for normal service as an economical attachment for welding to steel . Material - Carbon stee l Finish - - Blac k Ordering - Specify rod diameter, figure numbe r and name .

L

For heavy duty service see Fig . 531 Page 5 9

F

FIG . 533

D

ROD SIZE

1

E . MYATT & CO . 60

LOA D LB

B

D

F

3/e

200 500 625 1500 1950 2250 2750

1 s/% 1 3/4 1 3/4 1 3/4 1 3/4 2 2~

2 s/8 2'/8 3 3' 3% 4 4 1/4

1 1 '/4 1 ' 1 1/2 1 7/8 2 2'

7'8

1 1

DIMENSIONAL DAT A

A

s/e 3A

Fig . 533

STD . WELDED BEAM ATTACHMEN T

ENGINEERIN G DATA RECOM

v$

TORONTO ONTARIO

APPROX WT PER 100

MATERIAL

x 1' x 1 1/2

30 55 90

y2 x 2 1/2 1/2 x 3

23 5 33 0 45 5

~i6 x 1 ~

'

(6 %x2 y2 x 2

16 8

Section 5 UPPER ATTACHMENTS Double Angle Clip

Fig . 535

Double Angle Clips are recommended for heavy duty service . They may be welded to steel or bolted where welding is not permitted . The hinge action of the cros s bolt permits free swing of the hanger rod to accommodate pip e movement . Pipe spacers are provided t o maintain dimension F . Fig . 535 USED WITH F.S. WEIDLESS EYE NUT

FIG . 535

DOUBLE ANGLE CLI P ENGINEERING DATA HANGER RO D TAKE-OUT

BOLTE D TO STEEL

3/e Y2 % 3/4 '/e

DIMENSIONAL DAT A

RECOM MAX LOAD LB

ROD SIZE A

Materia l - Carbon stee l Finish - - Blac k Ordering - Specify hanger ro d size, figure number and name .

USED WITH WELDED EYE ROD

FSW WELDED WELDE D EYE NU T EYE RO D TO STEEL B C

610 1130 1810

610 1130 1810

2710

2710

1 1'/e

3370 4000 4000

3370 4960 6230

1 3/4 1 Ye 2 3/4 3 3 1/2 3 3/4 3 34

1 Y4

4000

8000

4 1/2

1% 1 Y4

5000 5000

9500 11630

4 1/2 5

D

E

1 3/4 2 1/2 3

11/8

1 3/4

1/2 % 3/4

31/4

21/4 2 1/4 2 3/4 2 3/4 3

,/8

4 4 1/2 4 1/2

1 1Y 8 1 1/4

5

5 1/2 6 1/2

APPROX WT PE R 100

SCH 40 PIPE SPACE R F

s 3/4 1

'/

G

H

2% 2 1/2 3 /1 8

'6

MATERIAL ;

2 x 1 1/2 x 1/4 L

1

6

31/4

1~6

1

3x2

x. /4 L

1 1/8 1/4

3% 4 3A

1 (6 1(6

4x3

x%L

1% 1 1/2

4'/8

1%

5

13(6 13 16

4x3 5x3

x%L x 1/2 1

1 1/2 1%

1% 13/4

5 1/8

1 6 1

5 x3

1 x /2 l

51/4

l ib

10 5 16 0 27 0 32 5 73 0 85 0 94 0

1470 1680 2025

Standard Angle Cli p

Fig . 542

Standard Angle Clips are intended for use on . the side of wood, concrete, or steel beams under normal conditions . Fastening is by lag bolts in wood, expansion shields i n concrete and by bolting or welding to steel . Material - Carbon stee l Finish - - Blac k Ordering - Specify hanger rod size, figure number an d name . FIG . 542

Fig . 542

ENGINEER ING DATA RECOM MAX LOAD LB LAG SCREW OR BOLT TO STEEL

ROD SIZE

A 2/e Y2 % 3/4

'/e

_

100 160 300 350 500

E. MYATT & CO.

STANDARD ANGLE CLI P DIMENSIONAL DATA APPROX WT PER 100 B

C

1316 1 X16 1 11r~i6 2

1 1/4 1 5/e 1 7/8 2 1/8 2 1/2

D

3/4 1 1 1 1/8 1 1/4

TORONTO ONTARIO

HOLES

MATERIA L

X16 i6

Y x 1 1/4

25

¼ x 1 Y2 % x 1 1/2

40

1146 % %

%x2 1/2 X 2

70 10 5 16 5 61

Section 5 ll~l ATTACHMENTS Fig . 54 5

Plate Washers have many applications in any piping pro ject . They are illustrated used as bearing plates welde d to "back-to-back" channels . Standard sizes are listed for convenience but washer s may be obtained to any dimensions and specifications .

FIG . 545 ROD SIZE A

Fig . 645

% '/2 7

7/ 1 1'/s 1 1/4 1% 1'/s 1% 2

APPRO X WT PER 100

DIMENSIONAL DATA HOLE MATERIAL

Y4 x3x3

62

% 1916 W6 1K6

1/4 x 3 x 3 % x3x3 %x3x3 ysx4x4 1/2x4x4

62 91 91 21 6

1 1/4 1%

x4x4 , x5x5

206 329

1'h

% x5x5

40 5

1% 11/$

5/8 x5x5 % x5x5 % x5x5

39 9 38 6

'16

3

Material - Carbon stee l Finish - - Blac k Ordering - Specify hanger rod size, figur e number and name .

PLATE WASHER

2'/e

21 0

371

Fig . 550

Rocker Washers are recommended within th e range shown in the data table, where hanger rod swing may be encountered . The assembly consists of two matching circula r dished washers permitting an average of 8 0 hanger rod angularity from the vertical .

Fig . 550 ROCKER WASHE R

FIG. 550

Material - Forged stee l Finish - - Galvanize d Ordering - Specify rod diameter, figure number and name .

E. MYATT & CO . 62

ROD SIZE A

RECOM MAX LOAD LB

3 ~ % 34

610 1 13 0 1810 2710

DIMENSIONAL DATA UPPER LOWER WASHER WASHER I .D. O .D. I .D. O.D. E

% '/2 % 3/4

TORONTO ONTARI O

g ib 1 1/8 1% 1

~

T

'/2

1~/8

3/4 7/8 7/

1 Y2

%

%

1 7/$ 1 7/8

3/4

K6

' 16

'16

APPROX WT PER 100

5 10 16 19 '

Section 5 UPPER ATTACHMENT S Hardened Steel Rocker Washe r

Fig . 555

Hardened Steel Rocker Washers . are recommended for use with critical high temperature pipin g systems . The assembly consists of two ground surfaces of rust proof hardened steel . The matching ground surfaces permit easy rocking movement of th e hanger rod to accommodate horizontal movement of the pipe .

TOP OF ING STEEL Fig. 555

FIG . 555 HARDENED STEEL ROCKER WASHER

Material - Hardened and ground rust proof steel . Finish - - Greased surfaces . Ordering - Specify rod diameter, figur e number and name .

ROD SIZE A

RECOM MAX LOAD LB

B

DIMENSIONAL DATA C R

T

APPROX WT PE R 100

a/a '/2

610

%

1130

%

1810

'%2 2j2

1 N6 1%

1 '/2 1 3/4 1 3/4

3/4

2710

%

1

W 6 1 3(6

1% 1 2/e 2

2 34 2 3/4 2 34

3/8

3770 4960

'/2

21 23 44

1'/a

6230

1'/4

8000

2'/4 2%

3 3%

' '/2

76

1'/2

11630

13(6 13j6 1 X16

2 Mt

3'/2

1 j6

'/4

3

(6

9 13

K6 %

56 92

C-Clam p

Fig . 586-588

C-Clamps are used for securing pipe lines t o I-Beam, wide flange beam and channel wher e thickness does not exceed 3/4" . Set screw should not be overtightened .

FIG . 588 C-CLAMP IS WITHOUT LOCKNU T Fig . 586

FIG . 586 C-CLAM P

Material - Malleable iron . Finish - - Blac k Ordering - Specify rod diameter, figur e number and name .

E. MYATT & CO .

RO D SIZE

RECOM . MAX. LOAD

C

E

H

APPROX. WT. PER 100

%

510

1 3/4

%

1%

42

'/2

535

1 3/4

%

1%

49

%

550

2

3/4

1'/2

62

3/4

630

2

3/4

1 '/2

87

DIMENSIONAL DATA

TORONTO ONTARIO 63

Section 6 AUXILIARY STEE L

Standard Auxiliary Hanger Stee l

Fig . 600

The table of Standard Auxiliary Steel offer s a simplified means of selecting suitabl e common hanger auxiliary steel for th e loading indicated . A complete range o f auxiliary steel is available on application . The clip angle affords ease of installation and necessary adjustment . When weldin g is not permitted, with double cli p angles for bolting are available . Instal l angles with long leg vertical .

C-

L WELD TO ' EXISTIN G STRUCTURAL 1 MEMBER

HOLE - "H"

L --

SECT . a- a

SPAN (LESS 15 " )

Fig . 600 Single Angle

*A11 loads based on Safety Factor of 5 .

STD AUX HANGER STEE L

FIG . 600 StjE NO

ALLOWABLE CONCENTRATED LOAD, L B (AT CENTER Of SPAN, FT)" 3 4 5 6 7 s

SINGLE ANGLE

2½ x2½ x 1/4 3 x 3 x 1/4 4 x 4 x 1/4 4 x3 x % 5 x3 x % 6 x4 x 3

1

2 3 4 5 6

CLI P ANGL E

525 400 300 250 225 200 2 1/2 775 575 450 375 325 300 2 1/2 1450 1100 875 725 625 550 3 2000 1500 1200 1000 850 750 3 2950 2200 1750 1475 250 1100 3 4400 2200 8801650 . 3

x 2 1/2 x V4 x 2 1/2 x 1/4 x3 x 1/4 x 3 x 1/4 x3 x 1/4 x 3 x 3/8

Heavy Duty Auxiliary Hanger Stee l

Fig . 650

Heavy Duty Auxiliary Steel is intended t o supplement the load range of Fig . 600 a s indicated in the data table . ar e available with four angle clips for boltin g when welding is not permitted . Back-to-back channel spacing is deter mined by the hanger rod . Plate Washers Fig . 545 page 62 affor d horizontal adjustment of the hanger rod .

SPACE AS REQUIRE D

SPAN

WELD T O EXISTIN G STRUCTURA L MEMBER

-_ H

k

Material - Carbon stee l Finish - - Blac k Ordering - Specify size number, span , figure number, and name . Specify dimension 'C' an d hole size 'H' if required .

SPAN (LESS 1)S" )

SECT . b- b

•

Fig . 650 Double Channel

*All loads based on Safety Factor of 5 . FIG. 650 SIZE NO

DOUBLE CHANNEL

HVY DUTY AUX HANGER STEE L ALLOWABLE CONCENTRATED LOAD, LI (AT CENTER OF SPAN, FT)" 7 3 4 s 6 1

29202200 1 ][ 4 .1 2 4 ][ 5 .4 5050 3800 3 53E6 .7 8000 6000 4 6 3E8 .2 11450 8600 S 8 3[11 .5 21600 16200

1750 3050 4800 6875 13000

1450 2500 4000 5725 10800

250 2200 3400 4900 9250

1100 1900 3000 4300 8100

CLI P ANGLE S

2½ x 2 1/2 x 1/4 2½ x 2 1/2 x 1/4 3 x 3 x 1/4 3 x 3 x 3/8 3 x3 x %

Material - Carbon stee l Finish - - Blac k Ordering - Specify size number, span , figure number, and name . Order Fig . 545 Plat e Washers separately .

For Structural Steel details and dimensions, see page 75 .

64

E . MYATT & CO .

TORONTO

ONTARI O

Section 7 ANCHORS and GUIDES

Fig . 702

Base Ancho r Base Anchors are recommended for anchoring horizontal pipe o r welding elbows . They are designed to anchor against pipe expansion forces and movements . Alloy plates are available for. welding to alloy pipe or fittings . FIG . 702

BASE ANCHO R DIMENSIONAL DAT A ,-PLATE TH K C H L Tl T2 4 1/2 16 6 1 36 S 1/4 3/8 6 1 i6 P 8 13 6 E 8 1 16 C 3/8 1/2 9 1/2 1 %6 I 9 1/2 ~%6 F 3/e /2 3/16 1 1 /2 Y

PIPE SIZE

Fig. 702

4 5

Material - Carbon steel Finish - - Blac k Ordering - Specify pipe size, dimension ' L' , figur e number and name . Specify if for horizontal pipe or for long or short radius welding elbows . Fig. 70 3 Rigid Base Suppor t Fig. 704

B 6 8

6

8

8

10

10 12 14 16

10 12 12 14

1

Sliding Base Suppor t

HOLES • "H" __ SQUAR E P L ATE Fig. 703 RIGID BAS E

Material - Carbon stee l Finish - - Blac k Ordering - Specify pipe size, dimension 'L' , figure number and name . Specify if for horizontal pipe, or for long o r short radius welding elbows .

E

.I•' HOLES • "H " ,,L SQUAR E F PLAT E Fig . 704 SLIDING BAS E Fig . 703 and 704 are stanchion type base s recommended for the of horizonta l pipe or welding elbows . For pipes larger than 4 inch, a structural section replaces the pipe (used on smaller sizes) a s the stanchion member . The rigid type is for non-moving pipe and is bolted to the floor or pier . The sliding type allows for horizontal pipe movement . A wear plate, supplied with the , is bolted to the floor providing a sliding surface . FIG . 703 RIGID BASE

FIG . 704 SLIDING BASE SUPPOR T

ENGINEER ING DATA PIP E SIZE

2½ 3 3% 4 5 6 8 10 12 14 16

DIMENSIONAL DAT A

RECOM MAX LOAD LB

MAX L

C

D

E

F

450 8 00 1000 1200 2000 2500 3000 3800 4000 6000 6500

36 36 36 72 72 72 72 72 72 120 120

4 1/2 4 1/2 4 1/2 4 1/2 6 6 8 8 9 1/2 9 1/2 11 1/2

6 6 6 6 8 8 10 10 12 12 14

6 1/2 6 Y2 6 1/2 6 1/2 8 1/2 8 1/2 10 10 10 12 12

8 8 8 8 10 10 12 12 12 14 14

_

E . MYATT & Co .

_

G

4 4 4 _ 4 5 5 6 1/2 6 1/2 6 1/2 8 1/2 8 1/2

H HOLES

2 - ~6 2- ~6 22 - ib 4 - 1K 6 4 - 1/16 4- % 4 - 1316 4-% 4 - 13f6 4 - 1 16

TORONTO ONTARIO

T

STANCHION

1/4

2 " STD PIP E 2 " STD PIPE 2 " STD PIPE 2" STD PIP E 4WF 1 3 4WF1 3 6B1 2 6WF15 . 5 6WF15 . 5 8WF3 1 8WF3 1

1/4 1/, 1/4

% 3A 34, 3/8

% 1/2 1/2

65

Section 7 ANCHORS and GUIDE S Fig. 705

Sliding (welded type)

v -

-

~• — l

----•I

FOR 6" PIPE AND SMALLE R FOR 8 " PIPE AND LARGE R

Sliding s and Sliding Guides (Welded Types) are recommended for th e of rack piping in chemical plants and refineries where the pipe is subject t o horizontal expansion . The length of the assembly ' L' may be increased to provide for larger horizonta l pipe movements . All s maintain a standard 4 inch height between the sup porting steel and the bottom of the pipe .

Fig. 706

Sliding Guide (welded type ) Sliding Guides are used where guidin g of the sliding is indicated . Th e addition of side restraining lugs as illustrated convert a standard Fig . 70 5 to the Sliding Guide . Dimensions may be modified to sui t specific applications . Materia l - Carbon stee l Finish - - Blac k Ordering - Specify pipe size, figure

FOR 6 '" PIPE AND SMALLER FOR 8 " PIPE AND LARGER

FIG . 705

number and name .

SLIDING

FIG . 706 SLIDING GUIDE

ENGINEERING DATA PIPE SIZE B 3/4

D

C

DIMENSIONAL DATA MAX AVAIL GUID E MVT

E

F

K

L

STEE L SIZE

APPROX WT PE R 10

4'

1 1 '/4

4'j6 4%

1 '/2 2 2' 3

4' i6

3 1/2 4 5 6 8 10 12 14 16

6 6 1/4 6% 7 16 8 ;6 9% 10 3/8 1 1 12

18 ZO

13 14

24

16

5i6 5%6 5 3/4

250

2

4

—

—

2'/4

6

ST48x ,5'. Q

2

4

—

---

4

6

ST4B x 5 .0

25 0

2'/2

3 '/ 2

-

-

4

6

ST4B x 5 .0 ST4B x 6 .5 ST4B x 6 .5

25 0 32 5 32 5 98 5 100 5 128 5 149 5

6 6 8 8

8

3

7

4

'/4

%

3

9 9

6 6

%

5 3/4

8 10

10

8 3/4

'/4 '/4 3/8

10 S/e

7 '/8

3/8

Y2

12

12

3, /2

E . MYATT & CO .

66

(welded t pe )

TORONTO ONTARI O

148 5 232 5

349 5 3475

Section 7 ANCHORS and GUIDES

Sliding (non-welded type )

Fig . 707

L

- K _,_...I

IN G STEEL PIPE AND LARGER FOR 8 "

FOR 6 " PIPE AND SMALLER

Sliding s and Sliding Guides (Non-welded Types) are recommended for the of rack piping in chemical plants and refineries which is subject to horizontal expansion , and where welding is not desirable . The length of the assembly 'L' may be increased to provide for larger horizontal pip e movements . All s maintain a standard 4 inch height between the ing stee l and the bottom of the pipe . Fig . 708

Sliding Guide (non-welded type) Sliding Guides are used where guidin g of the sliding is indicated . Th e addition of side restraining lugs as illustrated convert a standard Fig . 70 7 to the Sliding Guide . Dimensions may be modified to suit specific applications .

.llo n

materials

available for application to allo n

ar e

pipin g

over 750" F . FOR 6 " PIPE AND SMALLER

Material - Carbon stee l Finish - - Blac k

FOR 8" PIPE AND LARGER

Ordering - Specify pipe size, figure number and name .

FIG . 707

SLIDING

FIG . 708 SLIDING GUIDE

ENGINEERING DATA PIPE SIZE S '/.

1 1'/. 1 ~/2 2 2 1/2

3 3 '/2

4 1/2 4% 4 1 3(6 4 'K6

D

DIMENSIONAL DATA MAX AVAIL GUIDE MVT

A

E

F

J

K

STEE L SIZE

L

APPRO X WT EAC H FIG. 707

1. 9

2

4

%

-

-

5

2

3'/2

'/2

-

-

4 ~/2

2'/2

4

Y2 '/2

-

-

4 1/2

'/4

3/8

7'/2

'/4 3/8

%

9'/4

6

ST4$x .S. 0

4

6

ST4B x 5 .0

4

6

ST4Bx5 .0 ST4 B x 6 .5 ST4Bx6 .5

4th

5Kf6

5 K6 5 34 6

4 5 6 8 10 12 14 16 18

6'/4 6'36 7 6 8 6 9% 10 % 11 12 13

20

14

24

C

(non-welded type )

16

4.9

%

3

7

6

3

9 9 8 3/4

6 6 5 3/4

10 s/8

, 7 /e

3

, /2

% 3/4 '/8

1 1

%

5 6 7 8 9

8

10

--

10 ,

/2

11 '/e

12

5.1 5.4 5.6 6 .8 9. 9 16 . 5 23 . 2 30 . 4 35 . 5 3 8.9 43 . 0

12

---

76 . 7 76 .7


Section 8 SPRING and CONSTANT S

Spring Hangers for Mobile Pipe Suspensio n Mobile Suspension Devices are used to prevent the over-stressing of piping, damage to connecte d equipment, and possible failure of the pipe suspension system, resulting from vertical movement of suspended piping or connected equipment due to thermal expansion . When piping expands upward and away from its a rigid hanger no longer affords an y ing action to the pipe ; when piping is restrained from moving downward by a rigid suppor t very large stresses are induced in the pipe . Mobile suspension devices will prevent the actual piping weights from causing the above faults , but proper stress analysis and suitable expansion compensation is still required for prope r hanger design . To select the proper type of suspension device it is necessary to consider : (1) the load to b e ed, (2) the magnitude of the piping movements, (3) the general configuration of the piping, (4) allowable end reactions at connected equipment, (5) allowable internal pipe stresses . Our engineers are always at your service to offer recommendations, or to check your sprin g hanger selection . VARIABLE SPRING HANGERS

FIG . 805 - 810 - 82 0

Variable spring hangers are used for the of piping subject to less than 2 inche s of vertical movement and where a variation of ing force of up to 20% is allow able . A complete catalogue showing various sizes and mountings is available on request . LIGHT DUTY SPRING HANGER

FIG . 87 0

Light duty spring hangers are intended for use on non-critical piping for light loads , (270 lb . max .) and nominal vertical movement . Fig . 870 Light duty spring hangers are shown on page 69 of this catalogue . SPRING CUSHIONS -

FIG . 88 0

A

B

SWAY BRACES

Spring cushions are used where piping is subject to negligible vertical movemen t but where a protective cushioning action is required . Fig . 880 Spring Cushions are shown on page 69 of this catalogue .

FIG . 890

Sway braces are used to reduce and control piping vibration incident to certai n systems . Sway braces are useful in the control of inertial forces in marin e applications . Information and details are available on request .

CONSTANT HANGER S

c~ CI:ED

68

Constant hangers are used primarily for the suspension of piping subjec t to vertical movement exceeding 2 inches, and when a variation of more than 5 % in ing force could endanger the piping system or the equipment . A complete catalogue is available on request .

E . MYATT & CO .

TORONTO ONTARIO

.

Section 8 SPRING and CONSTANT S Fig . 870

Light Duty Spring Hange r

Light Duty Spring Hangers are intended for use on non-critica l piping for small loads and nominal vertical pipe movements . The Light Duty Spring affords an economical, flexible hanger for steam or hot water piping, with single hanger rod sus pension --r- A

. Material - Carbon stee l Finish - - Prime" coat corrosion resistant paint . Ordering - Specify spring size, figure number and name .

Mfa

Order hanger rods se p arately .

-

!tot

/h . % I /,

Fig. 870 LIGHT DUTY SPRING HANGER

FIG . 870 SPRING SIZE

MAXIMUM PIPE LOAD LB

1 2 3 4

50 85 15 0 270

ENGINEERING DATA MAXIMUM SPRG DEFL (IN ) DEFLECTION FROM FREE RATE LR/IN HEIGHT

35 55 10 0 135

DIMENSIONAL DATA APPROX WT PER 100

1 % 1 Y2 1 ' 2

Fig . 880

A

R

C

% %

5 1/4 5 1/4 6% 8'4

3 3 3', 4

'h '

14 5 18 5 32 0 460

Spring Cushion s

Spring Cushions are used where piping is subject to negligibl e vertical movement but where a protective cushioning action is required. When used with Fig . 261 Trapeze Roller Hanger as illustrated, a n excellent flexible is provided for horizontal steam or ho t water pipe . Material - Carbon stee l Finish - - Black Ordering - Specify spring size, Dimension I AA , figure number and name. Note - • - One set consists of four retaining plates and tw o springs . Order hangers separately .

Fig. 880

For Trapeze Roller Hangers see Fig . 261 page 34 . For Continuous Thread Rod see Fig . 434 page 49 . Note -Loads and deflections are per set (two springs ) FIG. 880 SPRING SIZE

1 2 3

SPRING CUSHION S MAX PIPE LOAD LB

535 1500 3000

ENGINEERING DATA MAX SPRG DEFL DEFLECTION (IN) FROM FREE RATE LB/IN HEIGHT

428 1200 2400

1~ 1 ~/4 1 1/4

E. MYATT & CO .

DIMENSIONAL DAT A A

% ~

X78

UNLOADED B

C

APPROX WT PE R 100

6 3/4 6 9%

3 t~ 4 ~/z 4 ~/z

45 0 1400 2200

TORONTO ONTARIO

69

kdlen 1 0 ALIGNMENT GUIDE Fig . 1267

PIPE ALIGNMENT GUID E

Pipe Guides should be used to maintain th e alignment of pipe through its axial expansion and contraction cycles . Guides are particularl y important in conjunction with expansion ts . The pipe should be ed by conventional methods independent of the pipe guides . The spider attachment to the pipe must be installed to insur e that at least half the spider length remains withi n the housing during operation . Guides are available to special order for travel in excess of the standard shown .

Material - Carbon Steel . Finish - - Prime coat of corrosion resistan t paint . Ordering - Specify bare pipe diameter , insulation thickness and guid e size number .

Fiig .1267 Size Number

70

PIPE ALIGNMENT GUID E Weight (approx. ) tbs. per 100

A 5 7/8 6'311 8

B

C

4 '/2 51(4 6%

5 3/8 6 5/`6 7 5/6

D

E

F

G

H

T

3'/2 4

6% 6 3/4

2'/2 2'/2 2 '/2

4 4 4

5/8 5/e 5/e

'/4 '/4 '/4

1 2 3

1000 1400 1800

4 5 6

1800 2600 3300

10%6 12 i 14 ~% e

8 5/e 10 3/4 12 3/4

9 5A 11 5/8 13 5/6

5 6% 7'/4

7 3/6 7 3/8 8

2'/2 4 4

4 6 6

5/e % 5/e

'/4 '/4

7 8 9

4600 6400 8100

16 7/8 18 ~/8 21 5/8

14 3/4 16 3/4 19

15 ~% e 17 7/s 20

8'/2 9'/2 10'/2

9 3/4 10 % 11'/4

5 1/2 5'/2 5 1/2

8 8 8

3/4 3/4 3/4

s/S6 5/5 6 s/~ 6

10 11 12

11400 12400 17400

23 5/8 25 5/8 28 3/8

21 23 25 3/4

22 24 26 5/e

11'/2 12'/2 13 3/4

14'/8 14 3/4 15 7/8

5 1/2

8

7/6 7/e

5'/2

8

1

3/8 3/8 3/8

13 14

22300 26300

32'/8 36'/8

29'/2 3 3'/2

30 1/2 34'/2

15 3/4 17 3/4

16 3/e 17'/8

5 1/i 5'/2

8 8

1 1

3/e 3/8

E . MYATT & CO .

35

58

TORONTO 8, ONTARI O

Section 1 0 ALIGNMENT GUID E

PIPE ALIGNMENT GUID E

Fig . 1267

ALIGNMENT GUID E SELECTIO N CHART Fig . 1267

COVERING THICKNESS

BARE

PIPE

1

1 '/2

#1

#2

#3

1

#1

#2

1 1/4

#2

1Y

3

4

#4

#4

#5

#3

#4

#4

#5

#3

#4

#4

#5

#6

#2

#3

#4

#4

#5

#6

2

#2

#3

#4

#4

#5

#6

2 1/2

#3

#4

#4

#5

#5

#6

3

#4

#4

#5

#5

#6

#7

3½

#4

#4

#5

#5

#6

#7

4

#4

#5

#5

#6

#6

#7

5

#5

#5

#6

#6

#7

#8

6

#5

#6

#6

#7

#7

#8

6"

8

#7

#7

#8

#8

#9

8"

10

#8

#8

#9

#9

#1 0

12

#9

#9

#10

#10

#1 1

14

#10

#10

#11

#1 2

16

#11

#11

#12

#12

8"

18

#12

#13

10 "

20

#13

#1 3

24

#14

#14

3/a

2

E . MYATT & CO.

2 1/2

MAX . TRAVEL

TORONTO ONTARIO

6"

10"

71

Section 9 TECHNICAL Technical

Sectio n

To facilitate the use of this catalogue, and for your convenience, we have tabulated in each page pertinent ENGINEERING DATA and DIMENSIONAL DATA applicable to each hanger part . The Technical Section contains additional and ing data, gathered from various sources, an d compiled to assist the engineer in deg the most suitable hanger of the proper material . TABLE OF CONTENTS ITEM Field welding instructions . Thermal expansion of pipe . . . Maximum temperatures for various metals Hanger rods, threads per inch, dimensions Hanger rod loads - carbon steel, alloy . . Decimals of a foot Decimals of an inch, and equivalent millimeters . . Channels and beams - weights, dimensions, section moduli Pipe deflection and stress . Outside diameters of pipes . Weights of piping materials Conversion tables . . Pipe hanger spacing . . Intermediate guide spacing . Hanger supply services . .

. . . . .

Pag e 72 73 73 74 74 74 74 75 76-7 7 78 78-8 7 88 89 89 90

INSTRUCTIONS FOR FIELD WELDING OF RIPE HANGER ATTACHMENT S

PREPARATIO N 1. Surfaces intended for welding must be thoroughly cleaned of any oil, grease or water , and of rust, grit, or other foreign matter in order to provide a clean base for the weldin g operation . APPLICATIO N 2. Care must be taken during the welding process to produce a proper amount of penetration of the parent metal to provide for good adherence of the weld . 3. Full throated fillet welds must be made in ing the hanger attachments to the existing building structural . 4. All fillet welds shall be continuous unless specified to the contrary . Intermittent welding, where called for, will consist of full throated fillet welds, each deposit of one inc h measured length along the weld, with weld deposits spaced one inch apart . 5. Welding may be made by means of either the oxy-acetylene or shielded electric ar c process as desired . CAUTION 6. Every precaution shall be taken to follow good techniques of welding in accordance wit h good welding practice . 7. Care must be taken so that existing structural are not unduly overheated durin g the welding operation . 8. Heating of the existing structural beams, channels, etc ., must not be applied upon th e compression or tension face of a member along a line perpendicular to the length of th e member . 9. The attachment of clips, angles and other weldments to existing structural member s shall be made in such a manner that the welding beads are parallel to the longitudina l centre line of the member . 72

E . MYATT & CO .

TORONTO ONTARIO

Section 9 TECHNICA L Thermal Expansion of Pipe in Inches per 100 Fee t Saturated Stea m Tom Vacuum in HG perature below 212 F. , Degrees Pressure pri g Fahren above 212 F. heir

29 .39 28 .89 27 .99 26 .48 24 .04 20 .27 14 .63 6 .45 0 2 .5 10 .3 20 .7 34 .5 52 .3 74 .9 103 .3 138 .3 180 .9 232 .4 293 .7 366 .1 451 .3 550 .3 664 .3 795 .3 945 .3 1115 1308 1525 1768 2041 2346 2705 3080

-200 -180 -160 -140 -120 -100 - 80 -- 60 -- 40 - 20 0 20 32 40 60 80 100 120 140 160 180 200 212 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 600 620 640 660 680 700 720 740 760 780 800 820 840 860 880 900 920 940 960 980 1000 1020 1040 1060 1080 1100 1120 1140 1160 1180 1200 1220 1240 1260 1280 1300 1320 1340 1360 1380 1400 1420 1440 1460 1480 1500 152 0 1540 1560 1580 1600

Cast Iron

Carbon & Carbon Molybdenum Steel •

Copper

Brass

Aluminum 2-S

Monet

Wrought Iron

4-6% Cr . Alloy Steel

12% Cr . Stainles s Steel

-1 .250 -1 .150 -1 .030 -0.970 -0.800 -0.700 -0.550 -0 .430 -0 .290 -0 .145 0 0 .140 0 .234 0 .280 0 .430 0 .500 0 .650 0 .800 0 .950 1 .100 1 .250 1 .400 1 .500 1 .550 1 .720 1 .880 2 .050 2 .200 2 .370 2 .530 2 .700 2 .860 3 .010 3 .180 3 .350 3 .530 3 .700 3 .860 4 .040 4 .200 4 .400 4 .560 4 .750 4 .920 5 .100 5 .300 5 .480 5 .650 5 .850 6 .030 6 .220 6 .410 6 .610 6 .800 7 .000 7 .190 7 .380 7 .580 7 .770 7 .970 8 .170 8 .360 8 .550 8 .75 8 .95 9 .15 9 .35 9 .54 9 .75 9 .95 10 .15 10 .36 10 .49 10 .75 10 .95 11 .15 11 .35 11 .55 11 .75 11 .95 12 .15 12 .35 12 .54

-1,170 -1 .070 -0 .970 -0 .870 -0 .750 -0 .630 -0 .520 -0 .400 -0.270 -0 .130 0 0 .140 0 .234 0 .280 0 .430 0 .550 0 .690 0 .820 0 .960 1 .090 1 .230 1 .380 1 .460 1 .510 1 .650 1 .790 1 .930 2 .080 2 .220 2 .360 2 .510 2 .670 2 .820 2 .980 3 .130 3 .290 3 .450 3 .600 3 .760 3 .930 4 .090 4 .250 4 .420 4 .580 4 .750 4 .910 5 .080 5 .250 5 .430 5 .600 5 .770 5 .950 6 .120 6 .300 6 .480 6 .660 6 .840 7 .010 7 .200 7 .380 7 .560 7 .840 7 .920 8 .10 8 .27 8 .46 8 .64 8 .83 9 .00 9 .18 9 .36 9 .55 9 .72 9 .90 10 .08 10 .27 10 .45 10 .63 10 .80 10 .98 11 .17 11 .35 11 .53

18 Cr. -8 N i Stainles s Stee l

-2 .030 -1 .850 -1 .670 -1 .480 -1 .300 -1 .090 -0 .880 -0 .67 0 -0 .45 0 -0 .22 5 0 0 .22 3 0 .35 6 0 .44 6 0 .669 0 .89 2 1 .11 5 1 .33 8 1 .54 5 1 .784 2 .000 2 .23 0 2 .36 1 2 .46 0 2 .68 0 2 .92 0 3 .15 0 3 .390 3 .61 5 3 .840 4 .100 4 .346 4 .580 4 .800 5 .05 0 5 .300 5 .540 5 .800 6 .050 6 .28 0 6 .520 6.780 7.020 7 .270 7.520 7 .770 8 .020 8 .28 0 8 .52 0 8 .78 0 9 .05 0 9 .300 9 .580 9 .820 10 .100 10 .37 0 10 .630 10 .900 11 .180 11 .460 11 .730 12 .000 12 .260 12 .5 5 12 .8 2 13 .1 0 13 .3 7 13 .6 2 13 .9 1 14 .1 7 14 .4 5 14 .7 2 14 .9 8 15 .26 15 .5 3 15 .8 1 16 .08 16 .3 4 16 .62 16 .90 17 .1 7 17 .43 17 .70 17 .98 Example : 18 .2 5 Find the expansion in 240 ft . of carbon steel pipe carrying steam at 232 psig . pressure with 100 deg . 18 .5 2 18 .8 0 superheat and lowest surrounding temperature at 60 F . Total heat = 400 plus 100 = 500 F . 19 .07 Elongation, steel pipe at 500 F . = 4 .151 " 19 .3 3 Elongation, steel pipe at 60 F . = .448 " 19 .6 0 19 .8 8 Difference 3 .703 " per 100 ft . Expansion in 240 ft. = 2 .40 x 3 .703 = 8 .887" 20 .42 -1 .058 -0 .982 -0 .891 -0.797 -0.697 -0 .593 -0 .481 -0 .368 -0 .248 -0 .127 0 0.128 0.209 0 .270 0 .410 0 .550 0 .680 0 .830 0 .970 1 .110 1 .240 L390 1 .480 1 .530 1 .670 1 .820 1 .970 2 .130 2 .268 2 .430 2 .590 2 .750 2 .910 3 .090 3 .250 3 .410 3 .570 3 .730 3 .900 4 .080 4 .250 4 .430 4 .600 4 .790 4 .970 5 .150 5 .330 5 .520 5 .710 5 .900 6.090 6 .280 6.470 6 .660 6.850 7.049 7.248 7 .460 7.668 7 .862 8 .073 8.300 8 .510

-1 .282 -1 .176 -1 .066 -0 .948 -0 .826 -0 .698 -0.563 --0.428 -0 .288 -0 .145 0 0 .148 0 .230 0 .300 0 .448 0.580 0 .753 0 .910 1 .064 1 .200 1 .360 1 .520 1 .610 1 .680 1 .840 2 .020 2 .180 2 .350 2 .530 2 .700 2 .880 3 .060 3 .230 3 .421 3 .595 3 .784 3 .955 4 .151 4 .342 4 .525 4 .730 4 .930 5 .130 5 .330 5 .530 5 .750 5 .950 6 .160 6 .360 6 .570 6 .790 7 .000 *7 .230 7 .450 7 .660 7 .970 8 .100 **8 .340 8 .540 8 .770 8 .990 9 .220 9 .420 9 .65 9 .87 10 .08 10 .32 10 .57 10.75 10 .98 11 .21 11 .43 11 .63 11 .87 12 .10 12 .33 12 .55 12 .75 12 .98 13 .21 13 .42 13 .65 13 .87

-2 .69 -2 .44 -2 .18 -1 .93 -1 .67 -1 .40 -1 .12 -0 .85 -0 .58 -0 .28 0 0 .32 0 .50 0 .63 0 .93 1 .24 1 .53 1 .84 2 .15 2 .46 2 .77 3 .08 3 .28 3 .41 3 .73 4 .07 4 .40 4 .74 5 .10 5 .43 5 .78 6 .13 6 .47 6 .84 7 .19 7 .55 7 .90 8 .25 8 .61 8 .98 9 .35 9 .74 10 .11

-1 .53 -1 .955 -2 .065 -1 .40 -1 .782 -L890 -1 .27 -1 .612 -1 .705 -1 .12 -1 .428 -1 .508 -0 .98 -1 .235 -1 .308 -0 .82 -1 .040 -1 .098 -0 .68 -0 .835 -0.888 -0 .51 -0 .630 -0 .673 -0 .35 -0 .421 -0 .452 ~ -0 .18 -0 .210 -0 .227 0 0 0 0.2 0 .238 0 .233 0.3 0 .366 0 .373 0 .37 0 .451 0 .466 0 .55 0 .684 0 .690 0 .74 0 .896 0 .920 0 .92 1 .134 1 .150 1 .11 1 .366 1 .390 1 .30 1 .590 1 .625 1 .804 1 .865 1 .50 1 .70 2 .100 2 .051 1 .88 2 .340 2 .296 2 .467 2 .00 2 .428 2 .580 2 .07 2 .516 2 .830 2 .27 2 .756 2 .47 3 .070 2 .985 3 .315 2 .66 3 .218 2 .87 3 .461 3 .565 3 .07 3 .696 3 .820 4 .065 3 .27 3 .941 4 .350 3 .48 4 .176 3 .70 4 .424 4 .610 3 .91 4 .666 4 .870 4 .12 4 .914 5 .150 4 .34 5 .154 5 .400 4 .56 5 .408 5 .680 4 .78 5 .651 5 .950 4 .99 5 .906 6 .220 6 .148 6 .500 5 .23 6 .780 5 .45 6 .410 6 .646 7 .070 5 .69 .919 7 .350 5 .91 6 7 .184 7 .620 6 .12 7 .920 6 .38 7 .432 6 .61 7 .689 8 .200 8 .500 6 .85 7 .949 7 .07 8 .196 8 .800 9 .080 7 .30 8 .472 7 .65 8 .708 9 .390 7 .79 8 .999 9 .680 8 .02 9 .256 9 .980 9 .532 10 .300 8 .27 9 .788 10 .600 8 .51 10 .068 10 .920 8 .76 10 .308 11 .220 9 .02 10 .610 11 .530 9 .27 10 .971 11 .860 9 .52 11 .156 12 .170 9 .78 11 .421 12 .500 10 .04 12 .810 10 .31 11 .707 10.57 11 .976 13 .140 10.83 12 .269 13 .460 11 .08 12 .543 13 .800 11 .36 14 .140 11 .63 14 .460 11 .90 14 .80 12.18 15 .13 12 .43 15 .47 12 .72 15 .81 16 .16 12 .98 16 .50 13 .26 16 .86 13 .55 17 .21 13 .81 14 .10 14.39 NOTEI The horizontal lines in each column, 14 .68 recommended 14 .96 indicate the maximum 15 .24 temperature for each metal . *Maximum for Carbon . 15 .53 15 .82 **Maximum for Carbon Maly . 16 .10 16 .40 16 .68

-1 .289 -1 .183 -1 .073 -0 .955 -0 .833 -0 .705 -0 .570 -0 .435 -0 .295 -0 .152 0 0 .180 0 .280 0 .350 0 .540 0 .710 0 .887 1 .058 1 .240 1 .420 1 .580 1 .750 1 .870 1 .940 2 .120 2 .300 2 .470 2 .670 2 .850 3 .040 3 .230 3 .425 3 .620 3 .820 4 .020 4 .200 4 .400 4 .600 , 4 .810 5 .020 5 .220 5 .430 5 .620 5 .840 6 .050 6 .250 6 .470 6 .670 6 .880 7 .100 7 .320 7 .530 7 .730 7 .960 8 .180 8 .400 8 .630 8 .870 9 .070 9 .300 9 .520 9 .740 9 .970

From the Piping Handbook by Sabin Crocker, McGraw-Hill Publishing Co ., & ASME Paper No . 53-A-52, 1954 . Data on monel from International Nickel Co .

E . MYATT & CO .

TORONTO ONTARIO

73

Section 9 TECHNICA L

Hanger Rods-Recommended Maximum Load s RECOMMENDED MAXIMUM LOAD (LB ) CARBON STEEL ROD ALLOY ROD - ASTM A'93 GRB 7

DIMENSIONAL DATA

HANGER ROD DIAM (IN)

NO . THDS/IN . NATL . COARSE)

ROOT OF THD . DI A (IN)

ARE A (IN2)

EYE ROD S NOT WELDED*

STRAIGHT HANGER ROD OR WELDED EYE ROD**

STRAIGHT HANGER RO D OR WELDED EYE RO D i 650 ' F 750' F

--650 . F

650' F

750 ' F

1/4

20

.185

.027

95

240

215

_

_

5/16

18

.240

.045

160

410

365

_

_

3/8

16

.294

.068

240

610

540

1,275

1,13 0

1 ;'2

13

.400

.126

440

1,130

1,010

2,360

2,10 0

705 _

5/8

11

.507

.202

1,810

1,610

3,780

3,36 0

3,/4

10

.620

.302

1,050

2,710

2,420

5,650

5,08 0

7'8

9

.731

.419

1,470

3,770

3,360

7,850

6,97 0

1

8

.838

.551

1,940

4,960

4,420

10,650

9,190

1 1/8

7

.939

.693

2,430

6,230

5,560

13,000

11,53 0

1 1/4

7

1 .064

.890

3,120

8,000

7,140

16,700

14,81 0

1 3/8

6

1 .158

1 .054

3,700

9,470

8,400

19,750

17,55 0

1 1/2

6

1 .283

1 .294

4,650

11,630

10,370

24,250

21,58 0

1 3/4

5

1 .490

1 .744

6,380

15,700

14,000

32,700

29,050

2

4Y2

1 .711

2 .300

8,280

20,700

18,460

43,100

38,30 0

2 1/4

4Yz

1 .961

3 .021

-

27,200

24,260

56,600

50,30 0

2 1/2

4

2 .175

3 .716

-

33,500

29,880

69,550

61,85 0

2 3/4

4

2 .425

4 .619

-

41,570

36,950

79,750

57,00 0

3

4

2 .675

5 .621

_

50,590

44,970

97,000

70,95 0

3 1/4

4

2 .925

6 .720

-

60,480

53,760

116,000

103,00 0

3 1/2

4

3 .175

7 .918

71,260

63,340

136,600

121,300

-

Reference page 4 8 Reference page 4 9 For a given pipe size, select hanger rod diameter as specified by the pipe clamp . (Eg . 4 ' Fig.124 . 5i8" rod ) In the case of a spring hanger, the spring size will specify the hanger rod diameter to be used .

Decimal Equivalents DECIMALS OF AN INCH & EQUIVALENT MILLIMETER S

DECIMALS OF A FOO T INCH

0"

1"

2"

3„

4„

5„

6"

rte.

0

0 _ .0833 .1667

7"

8''

9"

y

10"

♦

11 "

Decimal

mm

Decimal

mm

A

.2500

.3333

.4167

.5000 .5833

,6667

.7500 .833 3

.916 7

1/32

.0312

.794

17/32 .5312 13.49 4

1/16

.0052

.0885 .1719 .2552

.3385

.4219

.5052

,5885

.6719

.7552

.8385

.921 9

1/ 16

.0625 1 .588

9/16 .5625 14.28 8

1/8

.0104

.0938 .1771

.2604

.3438

.4271

.5104

.5938

.6771

.7604

.8438

.927 1

3/32

.0937 2 .381

19 32

.5937 15 .08 1

3/16

.0156

.0990 .1823

.2656

.3490

.4323

.5156 .5990

.6823

.7656 .8490

.932 3

1/8

.1250 3 .175

5 /8

.6250 15 .87 5

1/4

.0208

.1042 .1875

.2708

.3542

.4375

.5208 .6042

.6875

.77 08

.8 542

.937 5

5,'32

.1562 3 .969 21/32

5/16

.0260

.1094 .1927

.2760

.3594

.4427

.5260 .6094

.6927

.7760 .8594

.942 7

3/16

.1875 4 .763

11'16 .6875 17.46 3

3/8

.0313

.1146 .1979 .2812

.3646

.4479

.5313

.6146

.6979

.7813

.8646

.947 9

7/32

.2187 5 .556

23,'32 .7187 1825 6

7/16

.0365

.1198 .2031

.2865

.3698

.4531

.5365

.6198

.7031

.7865

.8698

.953 1

1 '4

.2500 6 .350

3 ;'4

1 /2

.0417

.1250 .2083

.2917

.3750

.4583

.5417

.6250

.7083

.7917

.8750

.958 3

9 .'32

.2812 7 .144

25 32 .7812 19.84 4

9/16

.0469

.1302 .2135

.2969

.3802

.4635

.5469 .6302

.7135

.7969 .8802

.963 5

5-'16

.3125 7938

5/8

.0521

.1354 .2188 .3021

.3854

.4688

.5521 .6354

.7188 .8021

.8854 1 .968 8

11 /32 .3437

11/16

0573

.1406 .2240 .3073

.3906

.4740

.5573

.6406

.7240

.8073

.8906

.974 0

3/8

.3750 9 .525

3/4

.0625

.1458 .2292

.3125

.3958

:4792

.5625 .6458

.7292

.8125 .8958

.9792

13/32

.4062 10 .319 29 '32

.9062 23.01 '

13/16

.0677

.1510 .2344

.3177

.4010

.4844

,5677 .6510

.7344

.8177 .9010

.984 4

7/" l 6

.4375 11 .113 1516

.9375 23 .81 3

7/8

.0729

.1563 .2396 .3229

.4063

.4896

.5729 .6563

.7396

.8229 .9063

.9896

15/32

.4687 11 .906 31;32

1 5/ 16

.0781

.1615 .2448 .3281

.4115

.4948

.5781

.7448

.8281 .9115

.9948

1 /2

.5000 12 .700

74

.6615

E . MYATT & CO .

TORONTO

ONTARI O

8 .731

.6562 16b6 9

.7500 19.05 0

13, 16 .8125 2463 8 27 32

.8437 21 .43 1

7,"8

.8750 2222 5

1

.9687 24.60 6 1 .0000 25.406


Channels-Beam s WEIGHTS - DIMENSIONS - SECTION MODULI For Standard and Heavy Duty Auxiliary Hanger Steel Assemblies, See Fig Nos 600, 650, Page 64 .

"r Ame r ican Standard c hannel s

r

American Standard I-beams

1 I-

nomina l weight flange thickness sec t size, per ft . , width of flange, ~ mod lb Z I axi s X 3X in

wide flange beam s

I Li

depth of weight flange mean sect section, per ft ., width thickness mod Y lb of flange, axis Z X-X in3 4 .1

1-3/8

depth of weight flange mean sect section, per ft ., width thickness mod Y lb of flange, axis Z X-X in3

1 .1

5 .7

2-3/8

1 .7

3 3

5 .0

1-1/2

.25

1-5/8

1 .4

5 .4

1-5/8

1 .9

7 .25

1-3/4

7 .5

2-1/2

7 .7

2-5/8

9 .5

2-3/4

1 .9

'

1-3/4

9 .0

1-7/8

5

8

2 .3

10 .0

3

4 .8 .313

3 .0

14 .75 3-1/4

3 .5

8 .2

1-7/8

12 .5

6

25

6

.456

16 .8

8

17 20 24 28 31 35 40 48 58 67

5-1/4 5-1/4 6-1/2 6-1/2 8 8 8-1/8 8-1/8 8-1/4 8-1/4

.308 .378 .398 .463 .433 .493 .558 .683 .808 .933

14.1 17.0 20 .8 24 . 3 27 .4 31 .1 35 .5 43 .2 52 .0 60 .4

21 25 29 33 39 45 49 54 60 66 72 77 89 100 112

5-3/4 5-3/4 5-3/4 8 8 8 10 10 10-1/8 10-1/8 10-1/8 10-1/4 ,10-1/4 10-3/8 10-3/8

.340 .430 .500 .433 .528 .618 .558 :618 .683 .748 .808 .868 .998 1 .118 1 .248

21 .5 26 .4 30 . 8 35 . 0 42 .2 49 .1 54 .6 60 .4 67 .1 73 .7 80 .1 86 .1 99 .7 112 .4 126 . 3

27 31 36 40 45 50 53 58 65 72 79 85 92 99 106 120 133 161 190

6-1/ 2 6-1/2 6-5/8 8 8 8-1/8 10 10 12 12 12-1/8 12-1/8 12-1/8 112-1/4 12-1/4 12-3/8 12-3/8 12-1/2 12-5/8

.40 0 .465 .540 .516 .576 .641 .57 6 .641 .606 .671 .736 .796 .856 .921 .986 1 .106 1 .236 1 .486 1 .736

34 . 1 39.4 45 .9 51 .9 58 .2 64 .7 70 . 7 78 .1 88 . 0 97 . 5 107 .1 115 .7 125 .0 134 .7 144 .5 163 .4 182 .5 222 .2 263 . 2

30 34 38 43 48 53 61 68 74 78 84 87 95 103

6-3/ 4 6-3/4 6-3/4 8 8 8 10 10 10-1/8 12 12 14-1/2 14-1/2 14-5/8

.383 .453 .513 .528 .593 .658 .643 .718 .783 .718 .778 .688 .748 .813

41 . 8 48 .5 54 .6 62 .7 70.2 77 .8 92 .2 103 .0 112 .3 121 .1 130 .9 138 .1 150 .6 1163 .6

73

3-3/8

17 .25 3-5/8

5 .0

15 .3

3-5/8

20 .0

3-7/8

12 .0

18 .4

4

14 .2

23 .0

4-1/8

25 .4

4-5/8

9 .0

35 .0

5 5

2

13 .0

2-1/8

5 .8

9 .8

2-1/8

6 .0

12 .25

2-1/4

.375

.375

6 .9

14 .75

2-1/4

7 .7

11 .5

2-1/4

8 .1 .375

375

4 .3

10 .5

10 .4 .375

8

.438

10

18 .75

2-1/2

10 .9

~ 31 .8

13 .4

2-3/8

10 .5

35 .0

5-1/8

15 .0

2-1/2

40 .8

5-1/4

20 .0

2-5/8

13 .5

15 .3

2-5/8

13 .4

20 .0

2-3/4

15 .7

25.0

2-7/8

30 .0

3

11 .3

.438

20.7

3

25 .0

3

24 .4 29 .2

50 .0 42 .9 15

.625 50 .0

5-5/8 6

23 .9

65 .4

6-1/4

75 .0

6-3/8 7

41 .7

85 .0

40 .0

3-1/2

46 .2

95 .0

7-1/4

50 .0

3-3/4

53 .6

79 .9

7

42 .7

4

61 .0

58

88.4 101 .9 116 .9 126 .3

20

150.2 .938 160.0 173.9 .875

90 .0

12

813

3-3/8

51 .9

58 .9 64 2

.688 6-1/4

33 .9

18

50.3

5-1/2

26.9

4.

44 .8 -

3-1/8

45 .8

37 .8

5-1/2

i

30.0

.625

1 36 .0

.688

18 .1 54 .7 20 .6 18 ---70 .0 21 .4 .50

10 16 .0

50

2-3/8

.438

176 . 3 189 . 4 202 . 0 216 . 0 226 . 7 240. 2 253 . 4 267. 3 281 9 295.. 8 310 . 0 324 . 9 339 . 2 352 . 6 367 . 8 382 . 2

16

36 40 45 50 58 64 71 78 88 96

7 7 7 7-1/8 8-1/2 8-1/2 8-1/2 8-5/8 11-1/2 11-1/2

.428 .503 .563 .628 .645 .715 .795 .875 .795 .875

56 . 3 64.4 72 . 4 80. 7 94. 1 104. 2 115. 9 127. 8 151 . 3 166 . 1

18

50 55 60 64 70 77 85 96 105 114

7-1/2 7-1/2 7-1/2 8-3/4 8-3/4 8-3/4 8-7/8 11-3/4 11-3/4 11-7/8

.570 .630 .695 .686 .751 .831 .911 .831 .911 .991

89. 0 98. 2 107. 8 117. 0 128. 2 141 . 7 156. 1 184.4 202. 2 220 . 1

21

62 68 73 82 96 112 127 142

8-1/4 8-1/4 8-1/4 9 9 13 13 13-1/8

.615 .685 .740 .795 .935 .865 .985 1 .095

126 . 4 139 . 9 150 . 7 168 . 0 197 . 6 249 . 6 284 . 1 317 . 2

24

76 84 94 100 110 120 130 145 160

9 9 9 12 12 12-1/8 14 14 14-1/8

.682 .772 .872 .775 .885 .930 .900 1 .020 1 .135

175 . 4 196 . 3 220.9 248. 9 274 .4 299 . 1 330 . 7 372 . 5 413 . 5

27

94 102 114 145 160 177

10 10 10-1/8 14 14 14-1/8

.747 .827 .932 .975 1 .075 1 .190

242 . 8 266 . 3 299 . 2 402 . 9 444 . 5 492 . 8

30

108 116 124 132 172 190 210

10-1/2 10-1, 2 10-1/2 10-1,'2 15 15 15-1/ 8

.750 .875 .930 1 .00 1 .065 1 .185 1 .315

299 . 2 327 9 354 .6 379 . 7 528 . 2 586 . 1 649 9

8 .7

7

13 .75

10

15

9.9

6 .0

6

12

12

.420

3 .3

.563 9

5

.313 '

7

18 .5

.313

5

6

5

.313

6 .7

.873 .938 .998 1 .063 1 .063 1 .128 1 .188 1 .248 1 .313 1 .378 1 .438 1 .503 1 .563 1 .623 1 .688 1 .748

nominal weight flange thickness sect size, per ft ., width of flange, mod Y lb Z axis X-X in 3

3 .0

4 4

14-5/8 14-5/8 144/4 14-3/4 15-1/2 15-1/2 15-1/2 15-5/8 15-5/8 15-5/8 15-3/4 15-3/4 15-3/4 15-7/8 15-7/8 15-7/8

.25

1 .2

6 .0

14

111 119 127 136 142 150 158 167 176 184 193 202 211 219 228 237

7-1/8

24

~---.

63 .7

100 .0

7-1/4

4-1/8

69.1

105 .9

7-7/8

4-1/4

74 .5

120 .0

8

185.8 197 .6

.625 1 .125

E . MYATT & CO .

234 .3 250 .9

14

TORONTO ONTARIO

75

Section 9 TECHNICAL

Pipe Deflection

Stress Chart

Explanation and Example s

A common problem confronting the hanger designer is the decision to locate either a rigid hange r or a spring hanger in a pipe line subject to some vertical movement . His decision will be governed by the flexibility of the pipe line and the amount of load or reaction force which may safely be applied to the connected equipment such as pumps, small turbines an d heaters, or against pipe anchors . The Pipe Deflection . Stress Chart on page 77 is offered to enable the engineer to determin e allowable deflection and resulting stress in an anchored and guided pipe cantilever . The Chart is intended for application to non-critical pipe lines where a high degree of exactitud e is not needed . Using the Chart eliminates rigorous stress and deflection calculations not neces sary to this class of piping .

The Chart is not intended for application to such critical systems as main or reheated steam o r boiler feed pipes where exact thermal movement and pipe stress should be found through forma l calculations . The engineer is advised to use the Chart together with the Thermal Expansion Table on page 7 3 and refer to allowable pipe stress values tabulated in the several sections of the Code for Pressur e Piping. Basis of the Pipe Deflection r Stress Chart Up to 650°F, S A

3E A (O om .D ) 3 144x10 xL z

625 x A x O .D . L'

Above 650°F, S A ') = 1..25 Sc + .25 = 25 Where : E A

ASSUMED MANNER OF DEFLECTIO N OF GUIDED CANTILEVER

L

fAx

(O .D. ) SA

SA x L' '625 (0.D. )

= 30 x 10 6 (psi) = Deflection (in ) = Pipe length (ft )

O.D. = Outside diameter of pipe (in ) S A = Stress (kips/sq in) kip = kilo-pounds (1000 lb ) Use of the Chart is shown in the following examples : Example 1 . Example 2 . Find- - - Pipe length, L . Given - - Deflection, pipe size, allowabl e stress.

Find - - - Pipe stress, S . Given - - Deflection, pipe size, allowabl e stress .

Assume - Deflec (A) = 1 .25 inch Nom pipe size = 6 inch Allow stress (SA) = 18 kips/sq in

Assume - Deflec (A) = 1 .25 i n Nom pipe size = 6 i n Pipe length = 17 ft

Enter the Chart on page 77 with A 01 and pipe and follow arrows to intersection . Follow line ® down to 18 kips/sq in and read Pip e Length of 17 ft . (sloped line)

size 02

Enter the Chart on page 77 with A U and pipe size 02 and follow arrows to intersection . Follow line 03 down to intersectionwith sloped line of L = 17 ft and read horizontally to the right. The stress is 18 kips/sq in .

(1) Allowable stress range, Code for Pressure Piping, ASA B31 . 1 76

E. MYATT & CO .

TORONTO ONTARI O

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Section 9 TECHNICAL Weights of Piping Material s General Note s Pipe material weights are shown in boldface type in the tables on pages 79 through 87 . Pipe insulatio n factors are shown in light face type . To determine weights of insulation on flanges, valves and fittings, multiply insulation weight per foo t by the appropriate factor in light face type . Weight per foot of steel pipe is subject to the following tolerances : Specification

Tolerance

Specification

Toleranc e

ASTM A 5 3 ASTM A 120

Std ±5% XS ±5 % XXS±10%

ASTM A 15 8 ASTM A 206 ASTMA280

12" andunder, +6 .5%, -3 .5% over 12" size, +109 , -5 %

ASTM A 106

Sch 10-120, +6 .5%, -3 .5% Sch 140-160, +10%, -3 .5%

API 5L

All sizes, +6 .5%, -3 .5 %

Weight of tubing (lb/ft) = 10 .6802 x F x T (D-T) Where : T = Wall thickness (inches) D = Outside Diam . (inches ) F = Relative weight facto r Weight of tubing is based on low carbon steel weighing 0 .2833 pounds per cubic inch . Relative Weight Factor "F" of Various Metal s Carbon Steel Wrought Iron

1 .00 0 .98

Stainless Steel Cast Iron

1 .01 0 .91

Aluminum Brass

0 .35 1 .12

Copper Lead

1 .1 4 1 .44

Weight of fluid in a tube (lb/ft) = 0 .3405 x G (D - 2T) 2 , Where : G = Fluid Specific Gravit y D = O.D . of tube (inches ) T = Tube wall thickness (inches ) Weights of insulation are for conventional 85% magnesia and diatomaceous silica and asbesto s compositions and include approximate weights of canvas, cement, paint, wire and bands . Add to this, weight of any weatherproofing, metal sheathing or other specified special protection . Valve weights vary according to particular manufacturer's designs . Weights shown herein ar e approximate only and do not include weight of any mechanical or motor operator mechanisms . In the following tables, weights of 125 and 250 pound cast iron valves are for valves with standar d flange ends . Weights of steel valves are for welding end type . To calculate weights of flanged end steel valves, add tabulated weight of valve to weight of two corresponding slip-on flanges . Weights of flanges and flanged fittings include weights of bolts and nuts .

OUTSIDE DIAMETERS OF PIPE S NOM STEEL SOIL BELL AND SPIGOT MECH COPPER NOM STEEL T TUBING PIPE PIPE PIPE PIPE PIPE SIZE (IPS) SIZE (IPS) 150-200-250 PIPE 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4

0 .840 1 .050 1 .315 1 .660 1 .900 2 .375 2 .875 3 .500 4 .000 4 .500

2 .375 3 .500 4 .500

3 .96 4 .80

4 .80

0 .625 0 .875 1 .125 1 .375 1 .625 2 .125 2 .625 3 .125 3 .625 4 .125

E . MYATT & CO .

78

5 6 8 10 12 14 16 18 20 24

SOIL BELL AND SPIGOT MECH COPPE R PIPE T TUBIN G 100 150-200-250 PIP E

5 .562 5 .500 6 .625 6 .500 8 .625 8 .625 10 .750 10 .750 12 .750 12 .750 14 .000 15 .30 16 .000 17 .40 18 .000 19 .50 21 .60 20 .000 24 .000 25 .80

TORONTO ONTARIO

6 .90 9 .05 11 .10 13 .20 15 .65 17 .80 19 .92 22 .06 26 .32

6 .9 9 .0 11 .1 13 .2 15 .3 17 .4 19 .5 21 .6 25 .8

5 .12 5 6 .12 5 8 .12 5 10 .12 5 12 .12 5 -


Weights of Piping Material s 1" PIPE SIZE

W a'

a, v, 0 z c~ H z H

uJ t-'

Schedule No .

40

80

Designatio n

Std .

xs

Thickness - In .

.133

.179

Pipe - Lb ./Ft .

1 .68

Water - Lb ./Ft .

xx s

Std .

xs

.250

.358

.140

.191

.250

.38 2

2 .17

2 .84

3 .6 6

2 .27

3 .00

3 .76

5 .22

.37

.31

.23

.1 2

.65

.56

.A6

.27

90° Elbo w

1 .0 3

1 .0 .3

2.3 .3

2.6 .3

1 .5 .3

1 .6 .3

3.0 .3

3.3 .3

45° Elbo w

1 .0 .2

1 .0 .2

2 .0 .2

2.5 .2

1 .3 .2

1 .4 .2

2.5 .2

2. 8 .2

Tee

1 .3 .4

1 .4 .4

3 .2 .4

3.3 .4

2.0 .5

2 .2 .5

3 .8 .5

4 .4 .5

.6

1 .4

1 .5

1 .0 1 .2

1 .1 1 .2

1 .4

1 .8

1 .2 .3

1 .5 .3

.9 .3

.9 .3

1.0 .3

1 .4 .3

.6

Couplin g

.5 .3

Cap

Materia l Screwed or Slip-O n

125

.5 .3

250

150

4 1 .5

2 1 .5

. U Lap t

Elbow

0" W0 0 Z Z

6 3 .6

L .R . 90° Elbo w

3. 8

-I ~

45' Elbo w

5 3 .2

Tee

1 1 5 .4

S .R . 90°

u_~

Type of End s

W >

1

900

600

3 1 .5

3 4 1 .5 , 1 .5 , 2 3 1 .5 1 .5 2 .5 1 .5

400

11500 1 2500

Stee l

Welding Nec k

Blin d

300

Cast Iron 2.5 1 .5

160

4 1 .5

3 1 .5

11 1 .5

14 1 .5

6 y 1 .5 4 1 .5

11 1 .5 1 1 1 .5

15 1 .5 15 1 .5

4 1 .5

11 1 .5

16 1 .5

14 3 .7

30 3.8

13 3 .4 20 5 .6

26 3 .6 40 5. 7

STEE L BUTT WELDING END S 8 .5 1 .5

Gat e (Flanged bonnet) Globe or Angl e (Flanged bonnet )

13 1 .5

r

125

250

150

5 1 .5

70 4. 3

8 .5 1 .5

Glob e (Bonnetless)

900

1500 2500

4 1 .5

6 1 .5

12 1 .5

22 1.5

3 1 .5 3 1 .5

6 1 .5 4 1 .5

7 1 .5

24 1.5

6 1 .5

11 1 .5 12 1 .5

3 1 .5

6 1 .5

6 1 .5

13 1 .5

24 1 .5

8 3 .6 10 3 .9

1 6 3 .7 18 3 .9

18 3 .8

32 3. 9

7 3 .3 14 5 .4

14 3 .4

15 3 .5

30 3.7

24 5 .6

26 5 .7

50 5.9

3 .0 1 .5

4.5 1 .5

23 1.5

STEE L BUTT WELDING END S 34 3 .8

_ f i

18 4 .0

95 4.4

20 4 .0

10 5 4.4

20 0.9

16 2 .2

33 1.1

28 1.2 1

2

400

1

2

600

Z

Thickness-Inche s High - Temp

>

Thickness -Inche s 85% Magnesi a

1

1 i2

Total Wt ./ Ft .

.8

1 .5

0 0

600

21 4

Gat e (Bonnetless )

Max . Temp . ° F

400

3 1 .5

C .I . FLANGED

67 4. 3

~

2 .5 1 .5

xx s

Stee l

Chec k (Flanged bonnet )

One Complet e Flanged t

300

Cast Iron

4 1 .5

5 1 .5

C .I . FLANGED

I

Bolts

160

80

Pressure Ratinp-ps i

W 0 z

1'%" PIPE SIZE - 1 .660" O .D . 40

3 W

0N

1 .315" O .D.

2

6

800

1200

2

2Y2

3 .7

38 1 .1 6

5.8

1

2

400

1

2

600

1

1Y2

1 .0

1 .6

2

6

800

1200

2

2Y2

4 .1

6.4

9

FOR GENERAL NOTES SEE PAGE 78 E . MYATT & CO .

TORONTO

ONTARIO

79

Section 9 TECHNICAL Weights of Piping Material s 1 %2 " PIPE SIZE - 1 .900" O .D .

W a

a

w

Schedule No .

40

80

Designatio n

Std .

xs

.145

.200

Pipe - Lb . 'Ft .

2 .72

Water - Lb . 'Ft .

40

80

xx s

Std .

xs

.281

.400

.154

.218

.343

.43 6

3 .63

4 .87

6 .4 1

3 .65

5 .02

7 .45

9 .0 3

.88

.77

.61

.4 1

1 .46

1 .28

.97

.7 7

90° Elbo w

2 .0 4

2. 5 .4

5.5 .4

6 .0 .4

3.3 .5

3 .8 .5

6.0 .5

6.4 .5

45° Elbo w

1 .7 .2

2. 0 .2

4.2 .2

4.8 .2

2 .7 .2

2. 9 .2

5.0 .2

5 .9 .2

Tee

2 .7 .6

3.0 .6

6 .5 .6

7 .8 .6

3.8 .6

4 .4 .6

7.8 .6

8 .7 .6

1 .2 1 .3 1 .2 .3

1 .3 1 .3

2 .0 1 .3

3.0 1 .3

2 .0 1 .4

2.2 1 .4

3 .9 1 .4

4.8 1 .4

_

1 .8 .3

2 .2 .3

2 .5 .3

1 .8 .4

2.0 .4

3.6 .4

4 .0 .4

150

300

Thickness - In .

,

Z - 1.1 W

0

_-.-~

Coupling Cop

Pressure Rating-ps i

1251 250

Materia l

Cast Iron

Stee l

10 1 .5

Lap t

3 1 .5

7 1 .5

8 1 .5

18 1 .5

32 1 .5

4 1 .5

8 1 .5

9 1 .5

20 1 .5

32 1 .5

10 3 .7

13 3 .7

24 3 .8

28 3 .9

50 4

12 4

14 4

26 4

9 3 .4 16 5 .6

12 3 .4

20 3 .5

21 5 .6

33 5 .7

3.5 1 .5

6 1 .5

4.0 1 .5 Elbo w

L .R . 90° Elbow --• 45° Elbo w Tee

Type of End s

7 1 .5

24 3 .5 37 5 .8

400

600

5 1 .5

9 1 .5

900

Stee l 5 1 .5

8 1 .5

1 0 1 .5

33 1 .5

50 1 .5

6 1 .5 ,

10 1 .5

12 1 .5

31 1 .5

50 1.5

5 1 .5

10 1 .5 ,

11 1 .5

30 47 1 .5 , 1 . 5 33 1 .5

,

6 1 .5

10 1 .5

5 1 .5

11 1 .5

12 1 .5

1 6 3 .8

24 3 .8

1 9 3 .8

28 3 .8

42 4

80 ~4 2 ,

28 4 .1

23 4 .1

31 4 .1

23 3 .5 38 5 .7

17 3 .4

25 3 .5 40 5 .7

35 3 .7 50 6

70 3 .9 , 12 0 6 .3

24 5 .7

28 5 .7

STEE L BUTT WELDING END S 155 4.8

11 0 4. 5

64 7 .3

42 4

58 4 .3

80 4 .4

160 4. 8

33 4 .2

80 4. 5

51 7 .3

27 4

55 43

47 4 .4

11 0 _4 . 8

24 2 .0

40 1.2

42 _ 2 .3

50 1 .4


32 4 .1

. '

55 2. 1

44 1 .2 2 .5

400

1

3 .5

3 .5

9

600

800

120 0

2

2/2

Thickness-Inche s High - Temp Thickness -Inche s 85% Magnesi a Total Wt .~ ' Ft .

1

1 /2

1 .1

L8

52 1.5

83 4 .4

46 4 .2

1

1500 2500

65 4 .1

40 4 .1

Max . Temp . ° F

4 .2

12

6.6

1 .5

3 .5

1 .5

300

E. MYATT & CO .

TORONTO

500

4 .5

4

600

21

12 .5

800

1200 2

1

1/2

2

1/2

1/2

1 .3

2 .1

3 .2

6 .7

8 .7

FOR GENERAL NOTES SEE PAGE 78

80

300

43 3 .9

Glob e (Bonnet) es s )

0 U

xx s

52 7 .1

Globe or Angl e (Flanged bonnet )

Gat e (Bonnetless )

150

C .I . FLANGED

11 5 4. 5

One Complet e Flanged t

30 1 .5

44 3. 7 70 6

70 4 .2

27 6 .8

250

18 32 _1 .51 . 5

50 4

Gat e (Flanged bonnet )

ix w

20 1 .5

STEE L BUTT WELDING END S

C .I . FLANGE '

125

16 0

Cast Iron

8 1 .5

S .R . 90'

Z

1500 2500

4 1 .5

Q N

Bolts

900

Welding Nec k

Blin d

J

600

8 1 .5

J

w

400

_

7 1 .5

Screwed or Slip-O n

-

16 0

3 1 .5

W 0 Z

w0 0Z Z F_

2" PIPE SIZE - 2 3/8" O .D .

ONTARI O

Section 9 TECHNICA L Weights of Piping Material s 3" PIPE SIZE - 3Y2" O .D .

2Y2" PIPE SIZE - 2 7/8 " O .D . 40

80

xx s

Std .

xs

.375

.552

.216

.300

.438

.60 0

7 .66

10 .0

13 . 7

7 .58

10 .3

14 .3

18 . 6

2 .08

1 .84

1 .54

1 .0 7

3 .20

2 .86

2 .34

1 .80

L .R . 90° Elbo w

2.9 .6

5 .2 .6

7. 0 .6

4 .6 .8

10 . 7 .8

2.0 .4

3 .0 .5

6.1 .8 4.0 .5

8.4 .8

S .R . 90° Elbow

3. 9 .6 2 .6 .4

1 .6 .3

2.1 .3

2 .6 .3

3 .5 .3

2 .4 .3

3.2 .3

4 .4 .3

5 .4 .3

Tee

5.9 .8

6. 8 .8

7. 9 .8

10 . 0 .8

14 . 8 .8

9. 2 1 .5

13 . 5 1 .5

9. 5 .8 24 . 0 1 .8

12 . 2 .8

Lateral

7 .4 .8 17. 0 1 .8

one size 1 Reducer reduction/

1 .7 .3

2.2 .3

2. 9 .3

4 .0 .3

2 .2 .3

2. 9 .3

3.7 .3

4.7 .3

Cap

.8 .4

1 .0 .4

2.0 .4

2.1 .4

1 .4 .5

1 .8 .5

3.5 .5

3.7 .5

Schedule No .

160

40

80

Designation

Std .

xs

Thickness - In .

.203

.276

Pipe -- Lb ./Ft .

5 .79

Water - Lb ./Ft .

160 xx s

w

a'

a

4

Z F- I- w 0 cC Z 0 w 3

45° Elbo w


4 w 0

J

Materia l Screwed or Slip-On

r--

125

250

13 1 .5

8 1 .5

13 1 .5

17 1 .5

45 1 .5

67 1.5

14 1 .5 15 1 .5

19 1 .5 1 9 1 .5

43 1 .5 46 1 .5

60 1 .5 67 1 .5

8 1 .5

14 1 .5

9 1 .5 9 1 .5 9 1 .5

15 1 .5

1 9 1 .5

68 1 .5

21 3 .8 27 4 .2 20 3 .5 35 5 .7

35 3 .9 40 4 .2 35 3 .6 52 5 .8

29 3 .8 33 4 .2 23 3 .5 43 5 .7

42 3 .9 47 4. 2 37 3 .6 55 5 .9

53 4 .1

46 1 .5 12 0 4. 4

w0 c7 Z

L .R . 90° Elbo w

i!::

45° Elbow

LL w

45 3 .8 78 6 .2

11 0 3.9 16 0 6.6

Tee Type of End s

a

w

J

>

Bolts

Stee l

Cast Iron

Lap t

S .R . 90° Elbow

C .I . FLANGED

0 V

250

400

9 1 .5

16 1 .5

600

300

9 1 .5

16 1 .5

20 1 .5

35 1 .5

60 1 .5

10 0 1.5

9 1 .5 9 1 .5

23 1 .5 21 _ 1 .5

33 1 .5 35 1 .5

59 1 .5 61 1 .5

105 1.5 10 3 1 .5

23 1 .5

37 1 .5

61 1 .5

105 1 .5

66 4 .1

90 4 .3

15 0 4.6

60 3 .8 10 0 6 .2

90 3 .9 15 0 6 .5

13 0 4 22 5 6.9

Stee l

9. 5 1 .5

18 ' 1 .5

10 ' 1 .5

17 1 .5 18 1 .5 19 1 .5

28 3 .9 33 4 .3 25 3 .5 40 5 .9

45 4 50 4 .3 40 3 .6 66 6

36 3 .9 40 4 .3 27 3 .5 52 5 .9

54 4 60 4.3 47 3 .6 82 6

'

C .I . FLANGEC


66 7

11 0 7 .4

77 4

12 0 4 .4

85 4 .4

22 0 5. 1 25 0 5.1

56 7 .2

12 0 7 .6

80 4 .2

10 0 4 .6

15 3 4 .8 13 2 4 .8

70 4 .4

70 4 .6

175 5. 1

46 7 .2

100 7 .6

50 4 .2

100 4 .6

90 4 .8

50 7

82 7 .1

53 4

83 4 .1


43 7 .1

90 7 .4

50 4 .1


36 7. i

71 7 .4

32 4 .1

900

11500 1 2500

150

10 8 4 .6 10 0 4 .6

Gate (Flanged bonnet )

22 5 4 .9 240 4 .9

33 8 5.3 34 0 5. 3

Gat e (Press .seal bon . )

70 2 .2

10 0 1 .7

100 1 .7

85 2 .5

14 5 4 .9 17 0 2 .5

Glob e (Press .seal bon . )

80 2 .4

12 0 2 .3

12 0 2. 3

91 2 .5

18 0 2 .5

260 2.5

8

19

19

8

12 .5

25

One Complete Flanged t

1 .5

Max . Temp . ° F

j

125

Cast Iron


6

?00

1 .5

400

7

600

0 Z

1500 2500

300

7 1 .5

600

9 00

150

Welding Nec k

Blin d

400

-

1

800

Thickness - Inch . High - Temp . Thickness - Inch . 85% Magnesi a Total Wt ./Ft .

27

120 0

1 .5

6

300

1 .5

400

7 .5

600

2 1 1 .4

1% 2 .3

2 3 .4

1%2

7 .3

1/2

9 .3

1 1 .6

1 %2 2 .7

800

23 5 5. 3 18 0 2. 5

37

120 0

1 %2

2

2

1 %2

1

4 .0

8.0

10 . 2

FOR GENERAL NOTES SEE PAGE 78 E . MYATT & CO .

TORONTO

ONTARIO

81

S.ction 9 TECHNICAL Weights of Piping Material s 4" PIPE SIZE - 4%2 " O .D .

3 %2"' PIPE SIZE - 4" O .D.

w a a.

Schedule No .

40

80

Designatio n

Std

xs

.226

Pipe - Lb ./Ft .

40

80

xx s

Std .

xs

.318

.636

.237

.337

.437

.531

.67 4

9 .11

12 .51

22 .85

10 .8

15 .0

19 .0

22 .5

27 . 5

Water - Lb ./Ft .

4 .28

3 .85

2 .5 3

5 .51

4 .98

4 .47

4 .02

3 .3 8

L .R . 90° Elbow

6 .4 9

8 .7 .9

15 . 4 .9

8.7 1

11 . 9 1

17 . 6 1

21 . 2 1

S .R . 90° Elbo w

4 .3 .6 3.3 .4

5 .8 .6 4 .4 .4

7 .5 .4

5.8 .7 4 .3 .4

7.9 .7 5.9 .4

8.5 .4

10 . 1 .4

9 .9

12 . 6 .9

20 .9

27 1

25 . 6 1 .8 4. 1 .3

16 . 4 1 45 2.1 4.9 .3 3 .4 .6

23 1

19 . 2 1 .8 3 .1 .3 2.1 .6

12 . 6 1 30 2 .1 3.6 .3 2.6 .6

6 .6 .3 6 .5 .6

8.2 .3 6.7 .6

Thickness - In .

C9

Z,

_

45° Elbow F- w DO

co z

0

w

Te e Latera l one s ize 1 Reducer reducti o n ) C ap Pressure Rating-ps i Materia l

n I

w 0 z

Screwed or Slip-On

J

Welding Nec k

u.

125

250

20

Lap t Blind

In

wo 0z Z

.~

-

u- u.

w > J >

150

300

400

13 1 .5

22 1 .5

3 6 15 8 4 4 .1

5

11 13 1 .5 14 1 .5 16 1 .5

L .R . 90° Elbow

45 4 .4

63 4 .4

45° Elbo w

31 52 3 .6 , 3 .7

37 3 .6

Te e

60

84

600

900

1500 250 0

Stee l

48 4 54 4.4

S .R . 90° Elbo w .

Type of End s

a

2.8 .6

Cast Iron 1 .5

6. 9 .3 5 .5 .6

250

150

300

400

Cast Iron 15 1 .5

26 1 .5

27 1.5

23 1 .5 27 1 .5

27 1.5 35 1 .5

17 1 .5

29 1 .5

14 1 .5 15 1 .5 16 1 .5 18 1 .5

80 4. 3

4 .1

78 3.9

4 .2 80 4 .5 60 3 .8 11 0 6 .3

58 ~ 85 4 .1 4 .2 70 92 4 .5 4. 5 75 50 3 .7 3 .8 84 124 6 .1 6 .3

8

25 1 .5

50S

44 3 .7 74 6 .1

6 44 STEE L BUTT WELDING END S

C .I . FLANGEC


82 7 .1

14 3 7 .5

88 4 .1

20 0 4. 9


74 7 .3

13 7 7 .7

99 4 .3

16 0 4 .9

109 7 .2 97 7 .4

Chec k (Flanged bonnet),

71 7 .3

12 5 7 .7

54 4 .3

12 0 4.9

80 7 .4

26 1 .5 27 1 .5 28 1 .5 32 1.5

3 .5

Max . Temp . ° F 0 =

cr w

0U

6 .5

200

12

3 .5

400

600


1

1 1/2

2

1 .7

2 .9

4 .3

4

800

1200

92 1 .5

15 5 1.5

80 1 .5 92 1 .5

15 7 1 .5 154 1 .5 16 1 1 .5

10 0 4 .3

13 0 a 18 0 4 .4 4 .5

24 0 4 .8

90 3 .9 153 6 .4

11 8 4 195 6 .6

21 0 4. 2 35 0 7. 2

1%2

2

1%2

1%2

8 .6

11 .1

18 8 7 .5 17 7 7 .8 14 6 7 .8

11 5 17 3 4 .2 4 .5 116 8 4 .4 4 .8 104 14 6 4 .4 4 .8

4

400

E . MYATT & CO .

TORONTO

7 .5

21 0 5 194 5 160 5

12

500

1

1%2

2

1 .8

3 .2

4 .8

FOR GENERAL NOTES SEE PAGE 7 8 82

16 0 4 .1 25 0 6 .8

94 1 .5


6 .5

200

1500 250 s

42 65 1 .5 1 .5 42 58 1 .5 1 .5 45 * 68 1 .5 1 .5 48 6 1 .5 1 .5

Glob e (Press .seal bon . ) One Complete Flanged t

900

32 1 .5 38 1 .5 34 1 .5 38 1 .5

(Press .seal bon . )

Bolts

600 Stee l

27

56 4 .5

16 0 xx s

25

6

C .I . FLANGED

125

120

ONTARIO

275 5 .1

37 0 5 .3

22 0 5 .1 18 0 5 .1

38 0 5 .3 25 6 5 .3

57 0 5.7 55 0 5. 7 35 0 5 .7

165 2 .5 175 2 .5

23 0 2 .8 26 0 2 .8

25 0 3 37 5 3

12 .5

25

34

600

2W 5 .1

61

800

120 0

1 Y2

2

1%2

1%2

9.8

12 .2

Section 9 TECHNICAL

Weights of Piping Material s 5" PIPE SIZE - 5 9/16" O .D . Schedule No .

40

80

120

Designation

Std

xs

Thickness - In .

.258

.375

.500

Pipe - Lb ./Ft .

14 .6

20.8

27 .4

8.66

7 .89

7 .06

14 . 7 1 .3 9.8 .8

21 1 .3 13 . 7 .8

6" PIPE SIZE - 6 5/8" O .D .

16 0

40

80

120

160

xx s

Std

xs

.625

.75 0

.280

.432

.562

.718

.864

32 .9

38 . 6

19 .0

28 .6

36 .4

45 .3

53 . 2

6.33

5 .6 2

12 .5

11 .3

10 .3

9 .16

8 .1 4

32 1 .3

37 1.3

22 . 9 1 .5 15 .2 1

34 1 .5 22 .6 1

53 1 .5

61 . 8 1.5

11 . 3 .6 29 . 3 1 .4

16 .7 .6 42 1 .4

26 .6 60 1 .4

30 .6 68 1.4

79 2 .9

18 . 8 .5

21 .5

17 . 5 .9

17 . 5 .9

xx s

w

aa

Water - Lb ./Ft . L .R . 90° Elbow

_

,

_

0

S .R . 90° Elbo w

H

45° Elbo w

7.3 .5

10 . 2 .5

15 . 6 .5

17 . 7 .5

Te e

19 . 8 1 .2

26 1 .2

39 1 .2

43 1 .2

Lateral

49 2 .5

70 2. 5

onR s iz e Reducer reduct i on)

6 .4

8.3 .4

12 . 4 .4

14 . 2 .4

8 .7 .5

10 1 2.9 12 . 6 .5

Ca p C

4 .2 .7

5 .7 .7

11 .7

1 1 .7

6.4 .9

9 .2 .9

OO

mz J w 3

Pressure Rating-ps i tn w 0 z J u.

Materia l Screwed or Slip-On

125

250

150

19 1 .5

In O

E FJ -u. u

S .R . 90° Elbow L .R . 90° Elbow 45° Elbo w Tee Type of End s

y uJ J

2 1 j .5

35 1 .5

23 1 .5

39 1 .5

48 1 .5

79 1 .5

10 3 1 .5

60 4 .3 78 4.7

98 4 .3 11 0 4 .7 84 3 .8 14 5 6 .5

80 4 .3 90 4 .7 62 3 .8

11 3 4 .3 13 0 4. 7 10 5 3 .8 173 6 .4

13 5 4 .5

21 2 4 .7

26 6 4 .8

40 0 5. 2

12 0 4

190 4 .2

24 0 4 .3

34 0 4. 5

80 4 .3 97 4 .9 70 3 .8

200 6 .8

31 0 7

40 0 7 .2

62 0 7.8

11 7 6 .5

54 3 .8 91 6 .4

32 1 .5 34 1 .5 32 1 .5

38 1 .5 44 1 .5 45 1 .5

74 1 .5 78 1 .5 73 1 .5

98 1 .5 96 1 .5 10 3 1 .5

12 0 6 .4

C .I . FLANGED 14 0 ' 20 0 7 .3 7 .9

15 0 4 .3

25 0 4 .9

31 0 5 .3

40 0 5 .5

51 0 5 .8


14 0 7 .6

25 0 8

170 4 .6

24 0 5

27 5 5 .3

65 8 5. 8


12 0 7 .6

21 0 8

14 0 4 .6

200 5

25 0 5 .3

275 5 .5 274 5 .5 285 2 .9 300 2 .9


> O

u

6

6

8

12 .5 19 .5

150

300

400

40 1 .5

9001500 250 0

Stee l

23 1 .5

275 1.5

28 1 .5

50 1 .5 13 0 4.4 14 5 4.9 14 7 3 .9

22 44 1 .5 1 .5 24 42 1 .5 1 .5 24 48 1 .5 1 .5 29 55 1 .5 1 .5 90 15 5 4 .3 4 .4 12 5 19 0 4.9 i 4 . 9 80 13 5 3 .8 3 .9

200 6.6

14 5 6 .5

C .I . FLANGED

85 0 6. 3

600

22 5 6 .6

55 1 .5 54 1 .5 54 1 .5

95 1 .5 95 1 .5 93 1 .5

205 1 .5

10 0 1 .5

11 5 1 .5 13 0 1 .5 13 0 1 .5 13 5 1 .5

70 1 .5 19 0 4 .6

280 4 .8

36 0 5

55 0 5.3

15 5 4 .1

250 4 .3

45 0 4 .6

29 0 6 .9

41 0 7 .2

320 4 .3 55 0 7 .5

17 0 7 .3

36 0 8

21 0 4 .3

37 5 5

40 0 5 .5

55 0 5 .8

78 0 6

185 7 .8

35 0 8 .2

24 0 4 .8

35 0 5 .2

465 5 .8

84 0 6

15 5 7 .8

290 8 .2

175 4 .8

275 5 .2

36 5 5 .4 34 0 5 .4

53 0 6. 3

40 0 3 .1

450 3. 4

38 5 5 .8 395 3 .9

50 0 3 .1

55 0 3.4

41 5 3 .9

46 0 6 54 0 3 .5 600 3 .5

33

60

30

40

6

10

75 0 8


325 5 .8

98

20 0 1 .5 21 0 1 .5 200 1 .5

40 0 1 .5 40 0 1.5 4 00 1.5 42 0 1.5

6

11 .5

19

123 0 6 .6

875 6 .5 600 3.8 700 3.8 76

14 5

t

200


6 .5

250

25 0 1 .5 2 95 1.5 25 0 1 .5



Max . Temp . ° F

125

Cast Iron

18 1 .5 21 1 .5 18 1 .5

Glob e (Press seal bon . )

Z

1500 250 0

900

165 1 .5 16 5 1 .5 17 0 1 .5 173 1 .5

31 1 .5


Bolts

600 Stee l

Lap t

0 W O Z

400

Cast Iron

Welding Nec k

Blind

300

300

500

600

800

1000

120 0

1 /2

2

3

200

300

400

600

700

800

1000

1200

1 /2

1 /2

2

3

2

1 %2

1/2

16.7

24 . 2

1

1 %2

2

2/2

1 /2

1 %2

1 %2

1

1 /2

2

2'/2

1/2

2 .3

3 .8

5 .6

7 .4

10 .9

13 .3

20 . 6

2 .5

4 .2

6 .4

8 .4

12.3

14 .9

FOR GENERAL NOTES SEE PAGE 78 E . MYATT& CO.

TORONTO

ONTARIO

83

Section 9 TECHNICAL Weights of Piping Materia 8" PIPE SIZE - 8 5/8" O .D . Schedule No .

30

Designatio n

40

60

Std .

80

100

120

140

xs

S

10" PIPE SIZE - 10 3/4" O .D . 16 0

30

xx s

40

60

Std .

xs

80

100

120

140

160

w d a

Thickness - In .

. 277 .322

.406 .500

.593

.718

.812 .875

.906

.307

.365

.500

.59 3

.718

.843

1 .000 1 .125

Pipe - Lb ./Ft .

24 .7028,55 35 .64 43 .4

50 .9

60 .6

67 .8

72 .4

74 . 7

34 .24

40.5

54 .7

64 .3

76 .9

89.2

104 .1

115 . 7

Water - Lb ./Ft .

22 .18 21 .69 20.79 19.8

18 .8

17 .6

16 .7

16 .1

15 . 8

34 .98

34 .1

32 .3

31 .1

29.5

28.0

26 .1

24 . 6

11 4 2

11 7 2

81 . 5 2 .5

46 2

69 2

45° Elbow

30 . 5 1 .3 22 . 8 .8

45 . 6 1 .3 34 .8

55 .8

56 .8

54 1 .7 40. 4 1

Te e

53 . 7 1 .8

76 . 4 1 .8

11 8 1 .8

12 0 1 .8

91 .2 2 .1

Latera l

15 5 3 .8

one si t e Reducer reductn) io

13 . 9 .5

20 .5

Cap

11 . 3 1

16 . 3 1

L .R . 90° Elbow

z

Dco Os W 3

S .R . 90° Elbo w

Pressure Rating-ps i Materia l N W

Z Ju.

Screwed or Sl i p- O n

125

250

32 1 .5

W O E L .R . 90° Elbow 0 z Z J ~= 45° Elbo w u. Li- Te e Type of End s

N

w > J

150

300

400

34 1 .5 34 1 .5 36 1 .5

66 1 .5 75 1 .5 68 1 .5

82 1 .5 89 1 .5 85 1 .5

13 5 1 .5 14 0 1 .5 13 0 1 .5

205 1 .5 21 0 1 .5 22 5 1 .5

32 0 1 .5

11 5 1 .5

16 0 1 .5

32 0 44 0 5 5 .2

43 1 .5

80 1 .5

50 1 .5

91 1 .5

125 4 .5 160 5 .3 102 3 .9

20 7 15 0 4 .7 4 .5 24 0 205 5 .3 5 .3 170 125 4_3 .9

18 2 6 .8

30 0 7 .1

23 8 4 .7 290 5. 3 200 4 35 0 7 .1

225 6 .8

600

Globe or Angl e (Flanged bonnet ) Chec k (Flanged bonnet )

300 8 .4

58 0 8 .1

33 0 4 .5 41 0 5. 4

55 0 8 .6 45 0 8 .6

235 4 .1 465 7 .5

30 0 5 .4

55 0 5 .1 51 0 5 .6 47 0 5 .6

0

Z w

0 U

Max . Temp . ° F ` Thickness - Inch . High - Temp . Thickness - . Inch . 85% Magnesi a -Total Wt ./Ft .

16

6 .5

300

400

500

18

600

23 3 1 .6

.6

32 1

20 1 .3

26 1 .3

1500 250 0

125

250

52 1 .5

335 1 .5 34 5 1 .5

60 0 1 .5 70 0 1 .5 590 1 .5

23 5 1 .5

36 0 1 .5

64 5 1 .5

70 1 .5

63 0 5 .4

1000 5 .8

21 0 4 .8 26 0 5 .8 17 0 4 .1 290 7 .2

900 4 .8 150 0 8. 6

98 1 .5

150

52 1 .5

400

600

60 1 .5 52 1 .5

295 1 .5 31 0 1 .5 32 5 1 .5

530 1 .5 55 0 1 .5 58 0 1 .5

115 0 1.5 1300 1.5 113 0 1 .5 `

13 7 1 .5

77 1 .5

14 5 1 .5

184 1 .5

26 6 1 .5

34 0 1 .5

60 0 1 .5

125 0 1.5

34 0 4 .9 40 0 5 .8 28 0 4 .2 495 7 .4

24 0 4 .8 31 0 5 .8 185 4 .1 34 0 7 .2

35 0 475 4 .9 5 .2 43 0 5. 8 30 0 385 4 .24 . 3 57 0 63 0 7 .4 7 .8

70 0 5 .6

1000 5 .8

57 0 4 .6 1000 8 .4

75 0 4.7 150 0 8 .7


575120 0 5 .9 6 .3 52 0 560 5 .9 6 .3

54 0 9 .1 45 0 9 .1

94 0 9 .1 75 0 9 .1

40 0 6

700

90 0 4 .3

69 69 0 4 .2

110 0 130 0 4.5 4 .3

40

69

89 0 120 0 157 5 2500 5 .3 6 .3 7.1 6 .9 100 0 1075 1350 260 0 6 .1 6 .8 6 .9 7.1 58 0 72 5 750 6 .1 6 .3 6 .9

100 0 4 .5

121

100 0 140 0 180 0 5 .0 4 .9 5 .2 110 0 180 0 240 0 4 .9 5 .0 5.2 23 2

15

33

200

300

15

700

800

1000

120 0

1 Y2

1 Y2

2

3

1Y2

1 Y2

2

2Y2

29 .8

6 .6

9 .5

12 .3

1Y2

2

2/2

3

1Y2

2

2

5 .3

7 .7

10 .3

12 .5

16 .9

19 .6

23 .1

1500 2500

21 0 1 .5 2 26 1 .5 21 0 1 .5

C .I . FLANGED

68 0 6 .6

900

11 7 1 .5 15 1 1 .5 13 6 1 .5

50 0 4 .7

E . MYATT & CO .

300

_

Stee l

90 0 8 .3

30

-

58 .6 54 1.3

10 1 1 .5 11 0 1 .5 11 0 1 .5


84

335 4.4

47 0 7 .7

_

6 .5

222 2 .1 -

10 9 1

Cast Iron

360 530 4 .44 .5 60 0 97 0 7 .8 8 .1

Glob e (Press seal bon . ) One Complete Flanged t

118 2 .1

730100 0 135 0 6 6 .3 6 .6

Gat e (Press .sealbon . )

Bolts

900

226 2.5

33 .5


C .I . FLANGED 25 0 7 .5 32 0 8 .4

(Flanged bonnet )

32 .5 31 1

Stee l

61 1 .5

Lap t

S . R, 90° Elbo w

23 8 4 .4

Cast Iron

Welding Nec k

Blin d

21 6 3.8

t

1

109 2 .5 73 1 .7 _ 54 1

TORONTO

ONTARI O

500

38

52

600

3

14 .2

72

95

184

445

700

8 00

1000

120 0

l Y2

l Y2

2

3Y2

2

2/2

2

1/2

23 .0

27 .5

31 .0

35 .3

Section 9 TECHNICAL

Weights of Piping Material s 12" PIPE SIZE - 12 3/4 " O .D . =Schedule No .

30

40

Designatio n

w aU.

Std I

Thickness - In .

80

100

120

140

14" O .D . PIP E 16 0

20

xs

30

40

100

120

140

160

.750

.937

1 .093 1 .250 1 .406

xs

Std

I

.330 .37 5

.406

.500

.687

.84 3 1 .000 1 .125 1 .31 2

.312 .375 .437 I

Pipe - Lb ./Ft .

80

43 .8 49 .6 53 .5

65 .4 88 .5

107.2 125.5 139.7 160. 3

.500 I

45 .7 54 .6 63 .4 72 .1

106.1 130.7 150.7 170.2 189 . 1

I

Water - Lb ./Ft .

49 .7 49 .0 48.5

L .R . 90° Elbow

11 9 3 79 . 5 2

rz

S .R . 90° Elbo w

H

45 ° Elbow

60 1 .3

Te e

13 2 2 .5

.- I-. w D0 mz

47 .0 44 .0 41 .6

1

39 .3 37 .5 34 . 9

15 7 3

375 3

10 4 2 78 1 .3

w

3

Cap

30 1 .5

38 1 .5

89 1 .-5

35 1 .7

Screwed or Slip-O n

125

250

150

0z Z

L .R . 90° Elbo w

J ~= ww

45° E !bo w Te e

Type of End s

70 1 .5

400

96 1 .5

18 0 1 .5

12 0 1 .5

21 0 1 .5

30 0 5 39 0 6 .2 25 0 4 .3 40 0 7 .5

47 0 5 .2 550

34 5 5

55 0 5 .2

70 0 5 .5

13 5 1 .5

72 1 .5 88 1 .5 72 1 .5

14 0 1 .5 16 5 1 .5 165 1 .5


>


67 5 9 .4

40 0 4 .3 67 0 7 .8

130 0 8 .5 120 0 9 .5

92 5 4 .8

1160 9 .5

70 0 6 .5

87 5 6 .5

Max . Temp . ° F

0

U

250 1 .5 17 1 1 .5 250 1 .5 34 5 1 .5 85 0 5 .8

125

390 1 .5 39 0 1 .5 44 0 1 .5 47 5 1 .5

74 0 1 .5 84 0 1 .5 78 0 1 .5 84 0 1 .5

141 0 1 .5 184 0 1 .5 1410 1 1.5

93 1 .5

160 0 1.5

12 6 1 .5

250

150

300

10 0 1 .5 12 0 1 .5 11 5 1 .5

195 1 .5 21 0 1 .5 22 0 1 .5

400 5 .3 52 0 6 .6 30 0 , 4 .3 60 0 8

24 0 1 .5

15 0 1 .5

62 0 5 .5 77 0 6 .6 500 4.4 95 0 8 .4

500 5 .3 62 0 6 .6 38 0 4 .3 690 8

600

900

23 0 1 .5 24 5 1 .5 26 0 1 .5

30 0 1 .5 340 1 .5

480 1.5 48 0 1.5 495 1 .5

28 0 1 .5

350 1 .5

64 0 5 .5

670 5 .7

41 5 1 .5 95 0 5 .9

155 0 6 .4

77 0 6. 6 58 0 . 4 .4 100 0 8 .3

64 0 4 .6 115 0 8 .6

88 0 4 .8 170 0 8 .9

125 0 4.9 2400 9 .6

C .I . FLANGED 95 0 , 7 .9 1175 9.9

45 .0 42 . 6

400 Stee l

18 5 1 .5

,

50.0 47 .5

58 8 5. 8 83 1 .1

Cast Iron

110 0 1175 6 .8 7. 1

31 0 1 .5

600 1 .5


180 0 8 .8

85 0 4 .9

1875 6 .3

200 0 7 .1

310 0 7 .4

4000 8. 1

62

88

118

15 9

r

900 9 .9

170 0 210 0 250 0 5 .2 5 .5 5 . 9 175 0 270 0 300 0 5 .2 5 .5 5 .9

Glob e (Press .seal bon . )

0

1500_250 0

STEE L BUTT WELDING END S 135 0 1600 2275 325 0 5.5 6 .8 7 .1 7 .8 1400 1500 6 .5 6 . 8



900

150 0 6. 2 160 0 6.2 72 5 113 0 4 .7 4.8 130 0 200 0 8 .7 9.3

48 0 650 6 .26 . 2 . 28 0 45 0 55 0 4 .3 4 .3 4 .5 50 0 80 0 95 0 7 .5 7 .8 8 .3

C .I . FLANGED

w > J

600 Stee l

165 1 .5 21 0 1 .5 18 5 1 .5 26 0 1 .5

690 7 .8 800 9 .4


300

Cast Iron

Welding Nec k

S .R . 90° Elbow

j

46 1 .7

94 .7

Blin d

Z

10 0 1.5 20 3 2. 8

one s iz e 1 Reducer reduction)

Lap t

Bolts

13 5 2. 3

33 7 5 .4 33 .7

Materia l

w0

102 .2 .3

360 2. 5

w

U.

202 3. 5

167 2 .5 55 6 5. 4 44 .7

Pressure R ating- psi ,

Z

15 4 3 .5

77 1 .5 15 9 2 .8 495 5 .8 63 1 .1

Lateral

18 1 1.3

„

I

0

60 .92 59.7 58 .7 57 .5 53 .2

15

44

15

200

300

400

49

69

600

Thickness - Inch . High - Temp . Thickness - Inch . 85% Magnesi a

1 Y2

2

2'/2

3

Total Wt ./Ft .

9.6

12 .5

15 .5

18 .8

91

124

306

62 2

22

200

57

700

800

1000

120 0

1 Y2

1 Y2

2/2

3/2

2

2Y2

2

1Y2

1 Y2

2

43 .3

10 .4

13 .4

26 .7

32 .0

36 .6

300

22

400

2Y2

500

3

600

3Y2

700

800

1 /2

1

2

2/2

16 .8 20 .3 23 .8 28.7

33 .1

1000 120 0 2Y2

3'h

2

1 Y2

39 .4 46 . 4

FOR GENERAL NOTES SEE PAGE 78 E. MYATT & CO .

TORONTO 8, ONTARIO

85

l~e~leh 9 ~~CMNICAL Weights of Piping Material s 16" O .D . PIPE Schedule No .

20

Designation

w a

a

Z

w

Std

xs

20

30 Std

82 .8

136.5 164 .8 192 .3 223 .6 245 . 1

59 .0

Water - Lb ./Ft .

80 .5

79.1

76 .5

69 .7

102 .8 101 .2 99 .9

98 .4

20 1 4 13 5 2 .5 10 0 1 .7 20 2 3 .2 65 0 67

265 4 177 2. 5 13 2 1 .7 25 7 3.2 774 6 .7

25 6 4 .5 17 1 2 .8 12 8 1 .9

33 8 _ 4. 5 22 5 2.8

32 8 , 3.6 984 7. 5

78 _1 .2 44 1 .8

10 2 1 .2 58 1 .8

25 8 3 .6 79 8 7 .5 94 1 .3 57 2 .1

f

S .R . 90° Elbo w

Te e Lateral one siz e Reducer reductio n )

125

Materia l Screwed or Slip-O n

250

.8 43

1 .031

66 .1

150

300

11 5 1 .5 15 5 1 .5 15 5 1 .5

23 0 1 .5 290 1 .5

Cast Iron 12 0 ~1 .5

1 .218

1 .437

62 .6

58 .6

400

1 .59 3

55 . 9

600

90 0

125

30 0 410 1 .51 . 5 35 5 46 0 1 .5 1 .5 33 0 44 0 1 .5 1 .5 44 0 580 1 .5 1 .5

52 5 1 .5 60 0 1 .5 57 0 1 .5

14 0 _1 .5

70 0 1 .5

21 0 1 .5

Stee l

23 5 1 .5

Welding Nec k

_

.312 .375

.437 .500

70 .6 82 .1

24 0 1 .5

45 0 1 .5

71 0 5 .8 95 0 7 .4 52 0 4 .4 1000 8 .6

140 0 6 .3

190 0 6. 7

65 0 110 0 5 .8_ 6 98 0 140 0 7 .4 7 .4

45° Elbo w

85 0 4 .7

1200 5

49 0 4 .4

Te e

75 0 8 .3

128 0 8 .7

98 0 8 .3

140 0 8 .6

1700 9

215 0 9 .4

1600 5 375 0 10


w

Globe or Angl e

j

Chec k (Flanged bonnet)

125 0 8

235 0 9

135 0 5 _

2500

2700

600

90 0

36 0 1 .5 43 0 1 .5

55 0 1 .5 57 5 1 .5

38 5 1 .5 52 5 1 .5

55 0 1 .5 75 0 1 .5

77 0 1 .5 830 1 .5 800 1 .5

115 0 6 145 0 7 .4 90 0 4 .7

130 0 6 .2

180 0 2 800 6 .6 __._7

105 0 4 .8

140 0 9

190 0 9 .3

155 0 5 2700 9 .9

Stee l

88 0 4 .7 165 0 9

C .I . FLANGED

370 0 7.9

165 0 8 .2

71 . 0

12 3 1 .3 75 2. 1

400 1 .5

1000 6


16G

1 .375 1 .781

92 .7 88 .5 79 .2

30 0 1 .5 37 0 1 .5 35 0 1 .5

950 5 .8 110 0 7 70 0 4 .6

N

97.0

15 0 1 .5 170 1 .5 18 0 1 .5

66 0 5 .5 78 0 7 48 0 4 .3

93 0 8 .6

120

16 8 1 .9

290 1 .5

83 0 5 .8 105 0 7 700 4 .6

C .I . FLANGED

.937

Cast Iron

55 0 5 .5 725 7 42 5 4 .3

Type of End s

.750

400

19 5 1 .5

u- LL

.563

300

30 8 1 .5

L .R . 90° Elbo w

80

150

17 5 1 .5

S .R . 90° Elbow

60

93 .5 104 .8 138 .2 170 .8 244 .1 308 . 5

250

290 1 .5 34 0 1 .5

Blind

40 xs

62 .6

Lop t

J

16 0

52 .4

w

J

140

Pipe - Lb ./Ft .

a

0 ? w Z .i

120

.500


0 u) 0

100

.37 5

Cap

Z Ju-

80

.312

45 ° Elbow I L ~0 mZ 0

40

Thickness - In .

L .R . 90° Elbow

0

30

18" O .D . PIP E

110 0 1 .5

2300 5. 2 435 0 10 . 5


260 0 9 .3

320 0 7 .5

360 0 7 .8

570 0 8. 4

101

139

193

(F Ian9ed bonnet ) 1200 10 . 5

137 1 10 . 5

Gat e (Press .sealbon . ) Glob e (Press seal bon . ) Bolts

0 Z

j

0 U

One Complete Flanged t Max . Temp . ° F


31

200

1 /2

76

300

2

11 .6 15 .1

31

400

83

500

600

2'/2

3

3/2

18 .8

19 .8

21 .5

152

114

19 9

700

800

1000

120 0

1 12

1 /2

2 %2

3 %2

2

2/2

2

1,/2

32 .0 37 .2

43 .6

51 .4

41

200

93

300

12 12 .9

E . MYATT & CO .

TORONTO

400

2/2

16 .0 20 .8


86

41

ONTARI O

500

3 25 .0

600

3/2

700

29 9

800 1000 1200

11/2

1 %2

2/2

3'r2

2

2Y2

2

1',/2

27 .5 35 .8

40 .9 48 .0 56 . 3


Weights of Piping Material s 20" O .D . PIPE 1

Schedule No . Designatio n w a a.

20

30

Std

xs

40

Tee Latera l one iz e , Reducerreductio ns !

125

Materia l

S .R . 90° Elbo w L .R . 90° Elbow 45° Elbo w Tee Type of End s (Flanged bonnet ) Globe or Any l e (Flanged bonnet ) Chec k > (Flanged bonnet ) Gat e _ (Press .seal bon . ) Glob e (Press seal bon . ) One Complete Bolts Flanged t H j

250

FOR

275 54 0 1 .5 1 .5 79 0 1350 66 .3 130 0 180 0 7 .8 7 .8 59 0 110 0 4 .6 , 4 .8 110 0 210 0 9 9 .5

150

300

19 0 1 .5 21 0 1 .5 235 1 .5 31 0 1 .5 930 6 1350 7 .8 650 4 .6 140 0 9

370 1 .5 45 0 1 .5 43 0 1 .5 55 0 1 .5 1400 6 .3 170 0 7.8 1100 4 .8 1900 9 .5

400

600

90 0

450 1 .5 51 0 1 .5 475 1 .5 700 1 .5 170 0 6 .5

65 0 1 .5 71 0 1 .5 70 0 1 .5 950 1 .5 230 0 6 .9

95 0 1 .5 101 0 1.5 980 1 .5 1300 1 .5 3600 7 .3

140 0 4 .9 240 0 9 .7

1900 5.2 350 0 10 .1

290 0 5.4 550 0 11

Stee l

C .I . FLANGED 200 0 385 0 8 .3 9 .5

134

12 7

STEE L BUTT WELDING END S 445 0 7 .9

4750 8 .2

6 40 4 3.7 30 2 2. 5 56 3 4.9 1769 10 22 0 1 .7 134 2.8

125

250

150

300

25 0 1 .5 30 0 1 .5 31 0 1 .5 40 0 75 0 47 0 1 .5 1 .5 1 .5 125 0 205 0 170 0 6 .7 6 .8 -6 .7 185 0 270 0 185 0 8 .7 8 .7 8 .7 92 0 165 0 115 0 4 .8 _ 5 4 .8 185 0 310 0 2300 10 10 .2 10

560 1 .5 660 1 .5 63 0 1 .5 850 1 .5 2200 6 .8 2900 8.7 163 0 5 3200 10 .2

Cast Iron 25 0 1 .5

650 0 8.9

400

600

900

Stee l

54 0 1 .5

C.I . F LANG ED 310 0 6500 8 .5 9 .8

177 2 11

65 0 1 .5 75 0 1 .5 75 0 1 .5 105 0 1 .5 250 0 7 .1

100 0 1800 1 .5 1 .5 1000 1900 1 .5 1.5 1000 190 0 1 .5 1.5 1400 2500 1 .5 1 .5 350 0 6200 , 8.1 7 .6

2000 5.1 380 0 10 .6

2800 520 0 5 .5 6 5200 9400 11 .4 12 . 1

STEE L BUTT WELDING END S 700 0 7100 930 0 8 .7 9 .1 9.9

3000 12

52

95

52

105

180

242

36 1

Max . Temp . ° F Thickness - Inch . High - Temp . Thickness - Inch . 85% Magnesi a

200

Total Wt ./Ft .

14 .2 18 .4 22 .8 27 .2 30.3 38 .6 44.7 , 52 .2 61 . 2

1 %2

484 54 1

6 6

Welding Nec k

Blind

0

16 0

.375 .500 .687 .968 1218 1 .5311 .8122062 2 .343

8 30 5 3 .7 22 9 2 .5 445 4 .9 148 2 10 167 1 .7 102 2 .8

Cast Iron 17 5 35 0 1 .5 1 .5

Screwed or Slip-On

.812 1 .0 31 1 .281 1 .500 1 .7 50 1 .968

4

Lap t

j

140

xs

183 .8 180.1 174 .3 165.8 158 .3 149 .3 141

v)

t~ =

120

126.0 122 .8 120.4 115 .0 109.4 10394 %.3 92 .6 87 . 9

Pressure R ating- ps i

J t= ww

100

Water - Lb ./Ft .

Cap

Z

80

94 .6 125.5 171 .2 238.1 296 .4 367.4 429

45° Elbo w

Z F .

60

78 .6 104 .1 122.9 166.4 208.9 256.1 296 .4 341 .1 379 . 0

H

z J w

.40

Pipe - Lb ./Ft .

.500 .59 3

S .R . 90° Elbo w

C9

20

.375

0z

w 3

100 120 140 16 0

Thickness - In .

21 2 27 8 3 .4 3 . 4 15 8 20 8 2 .1 2 . 1 32 1 40 7 4 4 102 4 122 1 8 .3 8 . 3 14 2 18 6 1 .7 1 .7 72 94 2 .3 2. 3

D J

80

Std

L .R . 90° Elbow

HL DO mz

60

4

31 7 4~ 9 35

I-- .

24" O .D . PIP E

.

300 400

2

2%2

500

3

600

700 800 1000 1200

3%2

14

1 %2

2'/2

3Y 2

2

2/2

2

1

71 200

1 %2

174

71

300 400

2

2%2

174

500

3

600

274

360

687

700

800 1000 1200

1 Y2

14

2

2'/~

33 4

2

1Y

16.7 21 .8 26 .8 32 .0 35 .2 45 .2 52 .2 60 .8 71 . 2

GENERAL NOTES SEE PAGE 78 E . MYATT & CO.

TORONTO ONTARIO

87

Section 9 TECHNICAL

76 . 0 29 .92 1 Atmospheres 33 .94 14 .6963 1 .058 B .T .U .

777 .54 0.000392 7 107 . 5 0.000292 8

Foot Lbs . H .P . hour s Kilogram meters Kilowatt hrs .

B .T .U .

per min .

0 .0235 6 0 .0175 7 17 .5 7

Horsepowe r Kilowatts Watt s

Cu . Ft .

28.320 1728 0 .02832 0.03704 7 .48052 28.32 59.84 29 .92

Cu . Ft . of H2 O

Cu . Ft . per min .

Cu . Ft . / secon d

Cu . In.

88

Gals . (US )

Gals . (US) of H2O at 62° F Gals . (US) of H20/min.

ICubic centimeter s Cubic inches Cubic meter s Cubic yard s Gallons (US) Liter s Pints (liq . US) Quarts (liq . US)

62 .3554

Lbs . at 62° F

0.124 7 0.47 2 62 .36 7.480 5 10,77 2

Gals . (US)/sec . Liters/sec . Lbs . H2O/min . at 62° F Gals . (US)/min . Gals . /24 hrs .

646,31 7 448 .831

Gals . (US)/24 hrs . Gals ./min.

16 .387 0 .0005787 1 .639x10- 5 2 .143x10- 5 0.00432 9 0.0163 9 0 .0346 3 0 .0173 2

Cubic centimeters Cubic feet Cubic meter s Cubic yards Gallons (US ) Liters Pints (liq. US ) Quarts (liq . US)

0 .029465 0 .8816 2 Ft . of 1120 62 .355 4 at 62° F 0 .43302 304 .44

L

Cms of Hg at 32° F In . of Hg at 32° F Ft . of 1120 at 62° F Pounds/sq . in . Tons/sq . in.

Gals . (US) per min. Gravity (g )

H .P.

H.P. (boiler)

H .P . hour s Inche s

Atmosphere s In . of Hg at 32° F Lbs ./sq. ft . Pounds/sq . in . Kilogram/sq . mete r

Feet per min .

0.5080 0.01667 0.0182 9 0 .304 8 0 .01136

Centimeters/sec . Feet/sec . Kilometers/hr . Meters/min . Miles/hr .

Feet per second

30 .48 1 .097 18 .29 0 .6818

Centimeters/sec . Kilometers/hr . Meters/min . Miles/hr .

Ft . lbs ./ min .

0.001286 Btu/min . 0 .01667 Ft . Lbs ./sec . 3 .03x10- 5 Horsepowe r 2 .26x10- 5 Kilowatt s

Ft. lbs . / second

0 .07717 Btu/min . 0.001818 Horsepowe r 0.001356 Kilowatt s

Gals . Imperial)

277 .42 4.545 . 1 .20095

Cubic inches Liter s Gallons (US )

Inches of Hg at 32 F

Inche s of N0 at 62 F

Kilowatt s

Kilowatt hour s

Meters

3785 0 .133 7 23 1 0 .00378 5 0 .00495 1 3 .785 8 4 0 .8326 7

Cubic centimeters Cubic feet Cubic inche s Cubic meters Cubic yards Liter s Pints (liq. US ) Quarts (liq . US ) Gals. (Imperial)

Ounces (fluid)

1 .80 5 0 .02957 29.5 7 0 .2 5 0 .062 5 1 .73 2 4 .3 9

Cubic inche s Liter s Cubic centimeters Gills

Lbs ./sq . in. In . of H2O at 62° F Ounce s Centimeters of H2 O per sq . in . at 62 0 F 0.1272 5 In. of Hg at 32° F 0.00425 3 Atmospheres 8 .33 Lbs . of Water 0.01603 7 Ft . of H2O at 62° F 4 .882 Kilograms/sq . meter Pounds 6 .0086 Tons of H20/24 hour s per sq . ft . 0 .006944 Lbs./sq . in. 0 .01413 9 In. of Hg at 32° F 0 .000472 5 Atmospheres 0 .002228 Cu . ft ./sec . 0 .13368 Cu . ft ./min . 0 .068044 Atmospheres 8.0208 Cu. ft ./hr . 703 .06 7 Kilograms/sq . meter Pounds 0.06309 Liters/sec . In. of Hg at 32° F 0 per sq . in . 227.036 .912 In. of H2O at 62° F 32 .174 Ft ./sec . 2 2 .3093 4 Ft . of H2O at 62° F 2 980. 6 Cent ./sec . 4 Gills 16 Ozs . (fluid) 42 .4 4 Btu/min. Pint s 5 Quarts (liq . US) 33,00 0 Ft . lbs ./min . (liq. US ) 0. 28.87 5 Cubic inches 55 0 Ft. Lbs ./sec . 473 . 1 Cubic centimeters 0 .745 7 Kilowatts 745 . 7 Watts 16 Ounces (avoir . ) 256 Drams (avoir . ) 33,47 9 Btu/hour 7000 Grains 9 .803 Kilowatt s Pounds 0 .0005 Tons (short ) 34 . 5 Lbs . of water evapo(avoir . ) 453 .592 4 Grams rated/hr . at 212° F 1 .2152 8 Pounds (troy ) 2546 . 5 Btu 14 .583 3 Ounces (troy) 1,980,000 Foot Lbs . Pounds 4 0.0160 Cubic feet 273,750 Kilogram meters of N0 27 .72 Cubic inche s 0.745 7 Kilowatt hrs . at 62 F 0 .120 Gallons (US ) 745 . 7 Watt hrs . Pounds o f 2 .54 0 Centimeter s H2O/min 0 .000267 3 Cu . ft./sec . 0 .0833 3 Feet at 62° F Atmospheres 0 .0334 2 0.01602 Grams/cu. cm. Pounds 345 . 3 Kilograms/sq . mete r 16.02 . mete r 70 .73 Lbs ./sq . ft . per cu. ft . 0.0005787 Kilograms/cu Lbs ./cu . in . Pounds/sq. in. 0.4911 7 27 .6 8 Grams/cu. cm . 1 .1343 Ft . of H2O at 62° F Pounds 13.611 6 In. of H2O at 62 0 F ,68C Kilograms/cu. meter per cu . in . 7 .8587 2 Ozs ./sq . in. 212 8 Lbs ./cu. ft . Qts . (dry ) 67 .20 Cubic inches 0 .00245 5 Atmosphere s 25 .3 7 Kilograms/sq . mete r 2 Pints (liq . US) 0 .5774 Ozs./sq . in. 0.9463 Liters Qts . Ozs . (fluid) 5 .1969 Lbs ./sq . ft . . US) 3572 .7 (liq Cubic inches 0 .03609 Pounds/sq . in. 5 0 .07347 In. of Hg at 32° F 946 . 3 Cubic centimeter s Radian s 57 .3 0 Degrees/sec . 56 .92 Btu/min. pe r 0 .1592 Revolutions/sec . 44,24 0 Ft . lbs./min. second 9 .549 Revolutions/min . 737 . 3 Ft . Lbs ./sec . 2 .296x10- Acres 1 .34 1 Horsepowe r 929 . 0 Square cms . 1000 Watt s 144 Square ins. . Ft sq. 0 .092 9 Square meter s 341 3 Bt u 3 .587x10" Square mis. 2,655,200 Foot Lbs . Square yds. 1 .34 1 H .P . hour s 0.111 1 367,100 Kilogram meters Square cm. 6.45 2 Watt hrs. 1000 Sq . In. 0 .006944 Square ft . Square mms . 645 . 2 Centimeter s 100 Btu/min. 0 .05692 3 .28 1 Feet 44 .24 Ft . lbs ./min . 39.3 7 Inches Watts 0.7376 Ft . lbs ./sec . 1 .094 Yards 0.00134 1 Horsepower Kilometers 0 .00 1 0 .001 Kilowatts Millimeters 1000

Conversion formula, Fahrenheit-- Centigrade : °C = 5/9 ( ` F -32) °F = 9/5 °C +3 2 E . MYATT & CO .

TORONTO ONTARIO

Section 9 TECHNICA L Maximum Recommended Spacing Between Pipe Hangers or s r

Assumed straight pipe between hangers with no concentrated loads, such as valves, flanges, etc . NOMINAL PIPE SIZE

1

1-1/2

MAX . HGR SPACING (FT)

7

9

2 2-1/2 10

11

3 3-1/2 12

13

4 14

5

6

16 17

8

10. 12

14 16

18 20 24

19 22 23 25 27 28 30 32

The above spacing is based on a combined bending and shear stress of 1500 PSI when pipe is fille d with water and the pitch of the line is such that a sag of 0 .1 inch between s is permissible .

MAXIMUM RECOMMENDED SPACING FOR INTERMEDIATE PIPE GUIDE S 400 350 300 250 200 18 0 160 14 0 12 0 100 90 80 70 60 50 40

30

20

15

600 500

400 350 300

250

200

150

100

so

10

MAX . PRESSURE - PSIG Note : Additional pipe s are usually required between guide s in accordance with standard practice . See table at top of this page .

E . MYATT & CO.

TORONTO ONTARIO

89

Supply, Design, and Engineering Service s The fundamental concept of the type of Hanger Supply Service required for a particula r project must embrace certain basic factors : (a) The type and size of the project, and the custom of the contractor's forces . (b) The geographic location of the project and the urgency for completion . (c) A sensible plan for engineered or designed hangers where necessary, and the eliminatio n of special hangers, for economy, where possible . (d) Competent and careful design and supply of all hangers for critical piping and "problem " lines . "Paper economies" in this type of work are false economies . Several types of Hanger Supply Services have been developed to satisfy the requirement s of most piping projects . The proper selection of service will result in the most economical in stalled cost of a satisfactory job, completed on time, with the desired balance between field an d shop fabrication . Type I Hanger components supplied to customer's material lists, as catalogue items, shippe d in bulk for field location, partial fabrication and erection . This is material supply only for normal pipe installation . Type II Shop fabrication from customer's hanger detail and location drawings . Hanger s shop-assembled, painted and marked for field erection . Used mainly for small industrial jobs and changes or additions to existing proces s piping . Type III Locate and specify necessary hangers with hanger mark numbers on piping drawings . Supply simple hanger detail drawings (required for shop fabrication) to the field as an aid t o installation . Detail and supply all necessary auxiliary steel . Supply hangers shop-assembled , painted and marked, for field erection . This method is recommended for industrial and process piping, paper mills, an d sundry piping systems in large projects . Type IV Hangers for critical piping completely engineered ; semi-engineered hangers for noncritical piping over 2-1/2 inch diameter ; both types shop-assembled, painted and marked . Complete hanger detail drawings supplied . Small non-critical piping hangers either supplie d as in Type III or may be supplied as bulk material for field erection . Recommended for oil refineries, chemical plants, some power plants, and industria l piping in certain applications . Type V A complete hanger design and supply service . Starting from the piping, structural steel, and auxiliary equipment drawings ; completely engineered hangers and auxiliary stee l are supplied to the field ready for installation . This is a complete, guaranteed service wit h nothing omitted . This service is applicable to power plants and critical or experimental piping in an y industry . Type VI_ "Problem" lines either existing or proposed, may be singled out for special attention . A complete engineering study of the problem is made, and piping recommendations and suitable hanger designs supplied . "Tailored-to-Measure" combinations of the above services, utilizing your standard s and procedures will develop the ultimate in economy and service . Such a program can best be determined personally . We would welcome the opportunity to review your requirements . 90

E . MYATT & CO .

TORONTO ONTARIO

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