Tensile Strength Of Good Quality Bricks 1edc

Tensile strength of good quality bricks. (100psi). 2). What is scouring depth & its formula? 3). What is superelevation & it formula? 4). Slab is designed for shear? (No, in slabs dsn shear check is always ok we dont provide any shear reinforcement in slabs as we provide in beams & columns). 5). Can we use mild steel plates instead of round steel bars? 6). Concrete can take how much tensile strength? (15%). 7). Why we use high strength concrete in prestressed ? (Because we produce high compressive stresses & concrete should be hard enough to take care these stresses). 8). Steel can take how much compressive & tensile stresses? (it is strong both in tension & compression). 9). Types of outlet with names? 10). What is level of service? In whole day it will remain same or will change? 11). How can we make concrete with constant strength with high w/c ratio without use of plasticizer? 12). What is the purpose of bearing pads? (to absorb the shocks of impact loading) 13). What is fish ladder? it is installed at u/s or d/s of river? 14). Draw BMD for different beams? 15). Write names of different components of barrage? 16). Tell me new techniques which are being used for piling? 17). Precast girders ko chamber k liye dsn krte h? 18). In the elections u r going to vote which party? PSSc Euler’s Crippling Load for Column with one end fixed and one end free will be _____”less” than Euler’s Crippling Load for Column with both ends Hinged. 2. After Tension test on two specimens, the specimen having %age reduction in area of 60% has ______”more” ductility than that of having 40%. 3. The Shear force diagram of a simply ed beam carrying Uniformly distributed load consists of _______ “two right angled triangles”. 4. If a member is subjected to stress (tensile) of 20KN/m2 along one axis and stress (Compressive) of 10 KN/m2 perpendicular to first axis, then the Shear stress will be __________. a-5KN/m2, b-10KN/m2, c-15KN/m2, d-20KN/m2 5. A cantilever beam is subjected to point load at free end, the maximum compressive stress will be developed at __________” extreme bottom fibres at free end) 6. A rectangular Beam of Cross sectional Area “A”, Length”L”, width “B” and depth “D” will have ________ “less, more, same” elastic strength than rectangular Beam of Cross sectional Area “A”, Length”L”, width “B” and depth “2D”. 7. The shear strength of a hollow shaft(Outer diameter=D, Inner Diameter= D/2) will be _____ “15/16” times shear strength of a solid shaft of diameter “D”. 8. When a closed helix spring is subjected to axial compressive load then the deformation in the spring will be _____ a-Crushing, (b-torsion), c- bending, d-shear

9. Ratio between change in volume to original volume is _______ (a-Vol. Strain), bPoisson’s Ratio, 10. In Shear force Diagram, where Shear Force is zero, Bending Moment at that point will be ________ “Maximum” 11. Ductility of a material _______ with increase in %age reduction in Area of member during Tension Test. (a-decreases), b-increases, c-remains same 12. Rankine Theory Assumptions 13. Strain Energy Stored in a spring under Maximum Load without sufficient permanent deformation is called ________ a-Impact Energy, b-Proof Resilience, c-Proof Stress, (dModulus of Resilience) 14. Beam will have uniform strength throughout the length of the member if: (a- Beam has same cross-sectional properties throughout the length) b- if loading throughout the length is same 15. If ($) normal stress is acting along longitudinal axis of member, then Resultant of stresses along a plane at angle (@) w.r.t. applied normal stress will be: a- $sin@, b- $cos@, c- $sin2@ , d- $cos2@ 16.. Assumptions of Bending Theory 17. If a cylinder is subjected to internal hoop stresses (burst pressure) then the cylinder will ______ (a- increase in Vol. and decrease in Length) b- decrease in Vol. and decrease in Length c- decrease in Vol. and increase in Length d- increase in Vol. and increase in Length 18. Point of Contra flexure occur in a- Simply ed Beams (b- Fixed Ended Beams) c- Cantilever Beams d- Overhanging Beams 19- Buckling in Compression takes place along: (a- Least Radius of Gyration) b- Parallel to Load Axis c- Perpendicular to Load Axis d- minimum x-sectional Dimensions 20. Along Principal Plane, shear stresses are: (a- zero) b- minimum c- maximum d- constant

21. Cubic Parabola Shear Force diagram of Cantilever Beams occurs incase of: a- Uniformly distributed Load (b- Uniformly varying load) c- in between points where no load acts d- point loading 22. Slenderness is Ratio between: a- Least Radius of Gyration to Length (b- Length to Least Radius of Gyration) 23. For Two Shafts of equal Length including one hollow, have equal Torque and equal Maximum Shear Stress, they should have equal: a- angle of twist (b- Polar Moment of Inertia) c- Polar Modulus d- diameter 24. Type of Welds usually used in construction now a day: (a- Fillet Weld) b- Beam Weld c- Rivet Weld d- Structure Weld 25. In practical, drawing prepared by practicing drafters for 3-d views are: a- isometric b- orthographic c- auxiliary d- perspective 26. Purpose of Curing of concrete is to stop: a- increase in temperature of concrete b- decrease in moisture of concrete c- loss of moisture d- dry shrinkage cracking 27. Shear stress in rectangular x-sec beam for torque will be Maximum at: a- Center of Longer side of x-sec b- Center of Shorter side of x-sec c- Corners (d- maximum distance away from Centroid). 28. Limiting Strain in Concrete is : a- 0.001 b- 0.002 (c- 0.003) d- 0.004 29. Split Cylinder test is performed to determine: (a- MOR) b- Durability

c- Slump d- Compressive Strength 30. In I-section beam, subjected to transverse loading, Shear Stress will be maximum at: a- bottom of flange in flange portion b- bottom of flange in web portion c- extreme fibers (d- Neutral Axis) 31. Member subjected to bi-axial stresses, Radius of Mohr Circle will be: (a- Half of difference of stresses) b- half of summation of stresses c- differences of stresses 32. A short column is subjected to Axial Compressive Load, the failure will be: a- Concrete Crushes first b- Steel Yields first c- Concrete Crushing & Steel Yielding is expected to take place at same time with sufficient margin of safety d- Strength depends upon presence of ties and spiral in member 33. During tension test on Mild Steel specimen, cause of Cup-Cone failure is (a- Shear Stress) b- Principal Stress c- Principal Strain d- Strain Energy 34. In fixed ended beam, Ratio between moment at center to moment at end is: (a- 1:2) b- 1:1 c- 2:3 d- 1:4 35. Depth of footing is controlled by: a- one-way shear b- punching shear c- both by one-way & punching shear d- flexure 36. Critical Section in Isolated Footings for One way Shear occurs at ____ of depth from face of column? 37. Critical Section in Isolated Footings for Punching Shear occurs at ____ of depth from face of column? 38. Shrinkage of Concrete depends upon: a- Humidity b- Time c- Ambient temperature (d- all)

39. SPT is performed in borehole, where bottom discharge bit was used for drilling: a- SPT strength/resistance will increase b- SPT will decrease c- SPT will remains same d- Not able to say anything 40. End Platten Effect during compression test: (a- increases the lateral confinement at ends of sample) b-, c-, d- not correct 41. A rectangular beam has x-sectional dimensions (b= 100mm, d= 150mm) is subjected to a force _______, results in shear stress of 2N/mm2. a- 20 N (b- 30 N) c- 40 N d- 25 N 42. Which Steel is more brittle having: (a- High Carbon) b- Medium Carbon c- Low Carbon d- Twisted Steel 43. Method of Reducing Differential Settlement of building on sand: a- increase dimensions of large footing b- increase dimensions of smallest footing c- bla bla ( c option was not satisfying) (d- none) 44.Barrage is constructed for the purpose of: a- (River diversion) b- Storage c- both a&b d- recreation 45. Dry unit weight of a moist soil is _____ than bulk unit weight. (a- less) b- more c- equal d- no specific relation 46. Short Duration Hydro graph can be converted to Long one by: a- Rating Curve b- S curve c- Hyetograph d- Composite Hydrograph 47. Type of Hydraulic Jump for Froude No. 4.5 to 9 is: a- Strong

b- Steady c- Undular d- weak 48. First Method for management of different activities in Project management is ______: a. Milestone Chart Method b. Bar Chart Method c. PERT d. M Next Punjab Public Service Commission (PPSC) Interview questions for the post of Sub Divisional Officer (SDO) in irrigation department PPSC Interview questions government of Punjab = 1 from irrigation department, 1 from ppsc member, 2 from UET teachers (in my case these were Sir Rashid and Sir Ammad) Questions……. From member 1) Introduce ur self from the very begining… (i told i hv been working with a design consultantin this intro) From sir ammad… 2) Have you heard abt nandi pur project?? What is active generation capacity of this project? How power is generated there? 3) Mangla and Terbela are under which department? 4) So u r working with a design consultant?? tell us ur duties there? 5) Ok. so in 220 KVA grid station, what type of foundations are there? 6) How piles are designed? design philosophy. Then sir Rashid….. 7) how you are relating to over turing with design of pile? 8) types of foundations? 9) what is floating foundation? 10) types of slabs? 11) punching shear check? 12) methods to control punching shear check? 13) according to ACI, min and maximum reinforcement in columns? 14) when to design waffle slab and when to design flat plate and when to design flat slab etc? From irrigation member… 15) Draw a typical section of distributery with 50 cusec discharge? 16) if 1 cusec flows for 1 day gives 2 acre-ft. What is volume if 1 cusec flows for 1 hour. 17) What is difference between wear and barrage. 18) what is undersluices? From Sir Ammad…. 19) Do you know the full name of irrigation department? from member…. 20) Under what law of pakistan, irrigation department comes? From other candidates… 1) What is floor beams and what is stringer?

2) what type of bridge is suitable for 3 m span what is for 10 m span? and some other questions too related to bridges. PPSC Interview Questions Punjab Public Service Commission (PPSC) Test questions for the post of Sub Divisional Officer (SDO) in irrigation department government of Punjab By Faizan Shakoor The Following questions were asked in the test conducted on 29-5-2014. Note: The Following questions are shared for the fresh graduates so that they may have an idea about the questions asked in the test. 1) The minimum water content at which soil is still in liquid state 2) In pert the optimistic time is 3) Dengue weather is best controlled in which whether 4) Discharge is 80,000 cusecs and area is 1000 acres then duty will be 5) Odour of water is removed by 6) Free board is actually 7) Gantt charts are used for 8) Meandering depends on 9) Relation between G, S and e is 10) To check the strength of sub grade 11) Formula of uniformity coefficient 12) Flexible pavements are designed by 13) The maximum water content at which no reduction in volume 14) Irrigation used to lift water by gravity 15) Irrigation used in Pakistan 16) The main purpose of irrigation in Pakistan is to 17) Water courses emerge from 18) The purpose of side slope in embankment is to 19) Time consumed by activity in m is called 20) Marshall test method is used for

21) The purpose of grader in road construction 22) E in Project management is used for 23) If 28 days required concrete strength is 100 MPA then its strength after 7 days will be 24) Minimum strength for Prestressed concrete is 25) BOD stands for 26) Slump Test is used to measure 27) The consumptive use of irrigation is calculated by 28) Best formula used for the design of lined canals is 29) True meridian is actually 30) Error in leveling may be due to 31) Losses in water supply are usually 32) Most expensive part during water supply is 33) Yield capacity of well increases with 34) Ratio between long chord of curve to tangent length 35) Four wheel drive is actually 36) The formula which also gives relation about hydraulic radius 37) Bore hole diameter is………….the diameter of well 38) ‘N’ value in SPT gives information about 39) In flexible pavement load is transferred ultimately to 40) Minimum cover for steel against corrosion 41) A rectangular channel is said to be wide if 42) Self cleansing velocity is maintained in sewer by 43) The roller used for A-6 soil is 44) How can we increase workability of concrete without using moisture content 45) A channel which neither silts nor scours is in

46) The best soil to be used for sub grade is 47) During concrete production in hot weather more than 33 C what will we do 48) Coefficient of creep length 49) Inverted filter should be how many times to that of depth of sheet pile….. 50) If there is hydraulic jump then we will check for its 51) Shrouding material normally used is 52) Deck slab, girder and pier are the part of 53) Mangla and Tarbela are 54) Concrete gravity dam is 55) The irrigation system of Pakistan was established in 56) Concrete to be transferred under water level 57) A soil which has equal porosity in all directions is 58) The foundation to be used in water when there is pressure from soil debris, flowing water 59) Lacey silt factor to be used in Upar Bari Doab 60) A well has 30% porosity then its yield will be 61) The sewer which transferred sewage to ultimate disposal point or for treatment is 62) The curve used to change from straight to circular curve is 63) Irrigated water should have PH between 64) If the canal is above the natural drainage then cross drainage structure provided is 65) Effective span of simply ed beam is actually 66) Soil ing will be coarse if the ing and retained respectively is 67) Ratio of lateral strain to linear strain is 68) Inundation canals can be converted to perennial canal by 69) A motorway is 70) To minimize absorption losses canal should irrigate on

71) An eccentric load will induce …….. 72) Cement used when there is enormous heat of hydration ……. 73) If wetted perimeter is large, more will be 74) Isohyets are 75) The yield of well will be decreased if 76) Yield of well increase with 77) The presence of which make the sulphate attack resistance limited in cement 78) Best Canal linning material in “THAR DESERT” is 79) Question about depth of T-beam 80) Question about unit hydrograph 81) Question about coordinates required during road construction 82) Question about bottom of well 83) Question about stress strain diagram of a material Test Questions CnW Test Questions Communication and Works Department (CnW) by Hammad Ahmad 1)uniformty of cofficient 2)mass of water in voids to mass of solids 3)for well graded soils a)trend is linear b)gap graded c)contains wide range of particle sizes d)Cu is less than 4 4)test condition when there is no drainage at all stages of triaxial test UU,CU,CD 5)Flat dilatometer is used for a)penetration b)consistancy and relative density c)a n b d)none 6)pile ed at hard strata called 7)test used for expansive soils is?? 8)soils which pand in vol on wetting and shrink consideably on drying are called 9)density and water content are calculated insitu by ???? 10)20psi water pressure is equal to how much height ?? 11)Shear strength od soft soil is find out insitu by which method? 12) if shear plane is above toe then failure is called (slope failure,toe,base) 13)coefficient of active earth pressure is 1-sin@/1+sin@ 14)effect of pore water pressure (vol increase frictional resistance decrease,vol increase frictional resistance increase,both decrease,none) 15)odeometer is used for ??? 16)minimum steel in column ??

17)minimum temp and shrinkage steel for 60 grade 18)minimum cover for exposed concrete 19)max negative momemt will be at for continueus beam 20)max positive moment for 3 continueous beams will be at 21)section modulous equal to??? 22)swere earthquake zone is z1 z3 2A 2B 23)special moment resistance frame for Z1 Z3 2A 2B 24)ratio of height to least linear dimention exceeding 3 callad beam,column,slab,padestral 25)max moment in punching shear will be at d,d/2,d/4 26max shear and moment in cantiliver will be at 27)shear diagram for cantiliver having UDL will be ??? 28)curing is used for prevents concrete properties,avoid shrinkage,avaid evaporation ,all 29)slimp test is used for (workbility,soundness,bla bla) 30)D/B=1 then foundation is called ??? 31)plate load test is used for (modulous of elasticity,bearing capasity,resistance) 31)ratio of load and settlement is called(modulous of subgrade,consolidation.elasticity) 32)lowest part of flexible pavemnet is??? 33)For Soil We Can Peform Whivh Tests On Undisturbed Samples (CBR,TRIAXIAL,UNCONFINED Compaction ,All) 34)Max Superelevation In Hilly Areas (5,7,10,None) 35)Breaking Ability Of Driver Depends On (Break Reaction Time,Peception Time,Breaks Efficiency And Resistance Bw Tire AND ROAD,ALL) 36)ARRANGEMENT FOR CHANGE OF TRAIN FROM ONE TRACK TO ANOTHER TRACK CALLED??? 37)MOST EFFECTIVE SECTION IS SEMICIRCULAR,RIAHGULAR.RACTANGULAR,TRAPAZOIDAL) 38)MAX VELOCITY OF FLUID IN PIPE WILL BE AT?? 39)HEAD LOSS IN PIPES CAN BE CALCULATED USING WHICH FORMULA 40)SURGE TANK IS PROVIDED TO AVOID??? 41)VAPOUR PRESSURE IS FUNCTION OF??? 42)CRITICAL DEPTH OF FLOW IN OF CRITICAL ENERGY??? 43)ARTIFICIAL APPLICATION OF WATER IN LANDS CALLED?? 44)BARRAGE IS PROVIDED TO DIVERT WATER TO CANAL,INCREASE SUPPLY LEVEL,SILT CONTROL.ALL 45)DEVICE FOR SILT CONTROL IN CANALS IS SILT EXCLUDER,SILR EXTRACTOR,DIVIDE WALLS 46)MAX UPLIFT PRESSURE WILL BE AT UPSTREM PAKKA FLOOR,D/S PAKKA FLOOR,AT MID 47)WHAT HAPPENS IF PILE LENGTH IS INREASED BELOW APRON 48)HYDROLIC RADIOUS OF CIRCULAR SECTION IS??? 49)CANAL BELOW,DRAINAGE UP,,,STRUCTURE IS CALLED?? 49)CANAL VS RIVER ROAD,DRAIN RAILWAYY WE PROVIDE(CROSS DRAINAGE WORK,AQUDUCK,SYPHON,SUPER EGE,ALL) 50)RETURN PERIOD OF FLOOD IN PUNJAB(10,100,1000,MFL) 51)UNLINED CANALS OF PUNJAB ARE DESIGNED USING WHICH FORMULA 52)EVAPORATION,TRANSPIRATION,PRESIPITATION INFILTRATION CALLED HYDROLOGICAL CYCLE?? 53)METREOLOGICAL FACTORS FOR AIRPORT DESIGN(AIR DENSITYN AIR DIRECTION,ATMOSPHERE PRESSURE,ALL) 54)DUMMY ACTIVITY IS ONE(DOTTED LINE,ARTIFICIAL ACTIVITY,ALL)

55)PERT DEPENDS ON 56)AERATION IS USED TO REMOVE (ODOR,BECTERIA,BLA BLA � ) 57)PPM MEANS 58)BOD GIVES US>???? 59)WHICH COAGULANT IS USED??? 60)WATER SCHEME IS DESIGNED ON (PEAK,AVG,MAX DAILY DEMAND, ALL) 61)HOOKS LAW IS DEFINED AS 62)STRESS IS PROPORYIONAL TO STRAIN WITHIN ELASTIC LIMITS 63)MOST RELIABLE ESTIMATE IS ??? 64)CRITCAL PATH METHOD USES (MAX TIME,MIN TIME, MIN COST) 65)WEIGHT IS 60N AND ITS WEIHT IN WATER IZ 20N SO SPECIFIC GRAVITY IS??? 66)Frauds NUMBER IS FUNCTION OF 67)RATIO OF INERTIA TO VISCOUS FORCES 68)CANTILIVER RETAINING WALLSS K LYA FAILURE CRITERIA.SLIDING OVERTURNING,BASE SHEAR, ALL 69)DAM WHICH DEPENDS ON ITS WEIGHT FOR STABILITY CALLED 70)M.C IS EQUAL TO 71)QUANTITY OF WASTE IN EFFLUENT (80,40,120 MG/LTR) Next Initial and FinaL Setting time of cement ? Cement’s initial setting time should be 30 min(Minimum) and 90 min(maximum). Final setting time of cement should be=10 hours What type of test should perform for a road’s improved subgrade sand filling: 1.FM of fine aggregates 2.California bearing ratio 3.Dynamic cone penetration test 4.MDD of fine aggregate 5.Field Dry Density. What type of test should perform for earth filling in Embankment with specified soil: 1.Plasticity index. What type of test should perform for Concrete Work: 1.Setting time of cement 2.Compressive strength of cement 3.Gradation of Coarse aggregates. 4.FM of fine aggregates. 5.Water absorption of coarse aggregates 6.Loss angels abrasion test 7.Concrete cylinder casting & testing What type of test should perform for M.S High strength deform bar 1.Tensile strength,Elongation and unit wt. What type of test should be perform for Brick work:

1.Setting time of cement 2.Compressive strength of cement 3.FM of fine aggregates 4.Compressive strength of brick 5.Water absorption of brick 6.Efflorescence of brick. 1 cum cement=how much bag? answer:30 bags. 1cum =how much brick? answer=500 nos 1bag cement= volume ? 0.0347 cum cement. What is the volume of per bag cement? Answer:1.25 cubic ft what is the weight of per bag cement? Answer:50kg or 112pb How much water absorb of a brick if the brick take rest for 24 hours in under neath the water? answer:1/5or1/6 of the brick wt. what is the measurement of a brick? answer:9.5in*4.5in*2.75in(without mortar) answer:10in*5in*3in(with mortar)

Introduce Yourself What is Fly levelling and what is its field Check ? What is Hydraulic Mean Depth? There is cube of 12x12x12. How many cubes you can obtain from it if the cross sectional dimensions are 3 ? Redundant member in truss!, Its 2 functions ? 6. SCADA abbreviation ? Where is golden gate bridge ? How would you tackle bending moment in truss ? What is the BOD of drinking water ? Pipe Testing ? Invert level and determination ? Min Earth Cover ? Slenderness ratio ? Introduce yourself Tell us functions of WASA in single sentence. Future plans of WASA Minimum self-cleansing velocity and its value in FPS. Hazen William formula is used for? Main source of water in Lahore Name any four wonders of world. What is the rehabilitation techniques used for leaning tower of Pisa? At what angle the Pisa tower is leaned? Tell us something about irrigation system of Pakistan

Effects of Indus basic treaty on irrigation system of Pakistan SCADA stands for? How will you calculate surface run off? Which material is widely used for sewer pipes worldwide? Qasur city is famous for? What do you understand by term “Residual chlorine” and how will you identify it in water? WHO recommendations for chlorination of water. Current governor of Punjab province Name some countries which are near north pole What is planimeter and for what purpose it is used for? Name of book written by Famous author “Steel” Hydraulic mean depth Typical formulae used to calculate stiffness of bracing in case of steel structures How many water treatment plants are working in Pakistan? Difference between rapid sand filter and slow sand filter? Which one is best a rapid sand filter or a slow sand filter? By Aliyan Sayad What are the dimensions of a standard brick ? How much water is absorbed by the first class brick by weight? What is the crushing strength of a brick ? Tell about the weight of first class brick ? What will the crushing strength of concrete mix 1:2:4 ? Types of walls with the point of view of structure ? By Muddassar Hussain Minhass

How the tensile strength of concrete is determined and what is the relation between tensile and compressive strength of concrete? Define Column and what are the types of the columns w.r.t slenderness ratio? Define Line of collimation and bench marks? What is Contour equivalent? Which section among hollow and solid circular section will have more moment of inertia and why? Parameters for design of water supply system? What are the uned losses? How the water distribution systems are designed? What are the functions of WASA? Dry and wet volume conversion? Cement required for 1:2:4 mix design ? Define slenderness ratio? What will be the first step for deciding the design criteria for the Sewer or Water Supply design? WAPDA NTS Test Questions Some of the questions asked in the NTS test for the post of Junior Engineer Civil (BPS-17) are shared by Mr. Taimoor for the juniors to have an idea in future. Following are some of the WAPDA NTS Test Questions

1-tachometer additive is f+d f+1 f+c f/c 2-How many are madni surahs 28 29 30 27 3-Who is Seal of Prophets Hazrat MUhammad(SAW) Hazrat Daud (A.S) Hazrat Adam (A.S) 4-USA Washington DC is known as city of maginficence city of gold city of magnificient distances 5—— is a procedure to achieve any objective plan management execution Schist is ——metamorphic rock igneous rock sedimentry rock 6-which is not a result of Steel corrision REduction is load bearing area reduction in load bearing capacity Divergance of stresses Reduction in fatigue 7-Pick the most opposite word of “APPROVE” extort applaud agree 8-yellow signal is indication of starting stoping nothing 9-Most important works in engineering is Renovation shoring 10-Most common types of renovation commercial houses none of these 11-angle between the slope of rock and horizontal is

dip angle strike angle angle of repose 12—– is a labour force managed by contractor ,skilled person or mason engineers supplier public 13-speed limit is informatory sign warnning sign regulatory sign 14-Where did Allama iqbal delivered his speech in 1930 Delhi Allabad lukhnao 15—– is used to draw circles protractor com T-square 16-which of following ts are found in roads Y ts Square ts Oblique ts all of these 17-concrete is weak in tension compression bending moment 18-Plastic bending moment is 1.8My 2.5My 6MY 16-column fail due to laterial deflection is Buckilng crushing 17-Crop period for rice is 90 days 120 days 110 days 150 days 18-Pressure of fluid is called Hydrostatic hydrolgy HYdraulics 19-Quantity which need only magnitude is scalar vector none of these 20-cumic is a unit of discharge

velocity flow intensity none of these 21-column which fail only due to buckling is long column intermediate column short column 22-column which fails due to crushing and buckling is intermediate column long column short column 23-member which resits pure axial load is column beam Truss 24-To survey the overall area of site —lightening patterns are needed exterior interior medium none of these 25-cyclic load is impulse load fatigue axial none of these 26-path reserved for pedestrians highway motorway subway super age 27-volume taken by unit mass is unit volume specific volume density none of thee 28-volume of water drawn by well is called yield of well specific yield power of well none of these 29-which onee is deep foundation pile foundation spread foundation square foundation 30-which is a shallow foundation spread foundation pile foundation 31-in terzaghi equation of load bearing capacity ,the foundation is rough smooth

inclined 32-which test is used for bearing capacity determination sand-replacement bulk density tesr spt none of these 33-modified aashto test is used for compaction consolidation density 34-which is special technique of compaction vibroflotation dynamic blasting all of these 35-internal resistance of a body is stress strain energy none of these 36-which test is performed on freshly prepared concete hardness test modulus of elasticity slump test WAPDA NTS Test Questions 2 By Ziaullah UET peshawar WAPDA NTS Test Questions 1.Long strip used for measurement is ; Tsqare,ruller,sheet.protector 2. The instrument used to draw a circle is called….protectotsetsqares 3.The force that only acts on bodies that are in with each other is called 4.Hydraulic mean depth is equal to 5.sewers are the example of ….open channel flow, pipe flow curved flow 6.intensity of internal resistance of a body is called 6.corrosion of steel in rcc is caused by 7………………..is the idealization of a solid body in which deformation is neglected 8.submerged weight of a body is…lesser ……..than air 9.special compaction technique is………

10.t parallel to the strike of a rock is called……….. 11.the column that fails in buckling is called …long/short/intermediate/mid column

12.the column that fails in buckling and crushing is called…. 13.the direction of intersection of fault plane and horizontal plane is called…………. 14.Shicts rock is example of………………..sedimenytry/metamorphic..rock 15.moment at the wall or fixed loaded member is called………………… 16.the force resisting the motion of a body in fluid is called……………… 17.the difference between the upward and downward reading of a staff in tachometry is called…………. 18.additive constant in tachometer is …………f+d/ 19.pure water is colorless/odorless 20.the ph. value of drinking water in the range of 21,Direct method of contouring is………….fast/economical/ 22.in pipe /conduit flow is due to …………………pressure/gravity/ 23.Mp=1.8My 24.ts in roads ……………..v/t/t 25Path reserved for pedestrians in highways/motorway/ 26.the path ed below the road is called………..subway 27.yellow colour indicates……… 28level crossing indicates…………………….. 29.Showing limit of speed is………………………kind…informatory/warning 30.Improving a structure is called……shoring 31.concrete is ……brittle…….material 32.Mandaotory test for concrete

33.In therzagi theory footing is assumed……….smooth/rough 34…………………………cement is used for construction of thick wall 35.voide grades/grade graded mens 36.elasicity ofconcrete depends on 37.clay coal reduces cohesion due to 38 benifaction ,cleansingof concrete means 39.estimated amount shouldn’t deviatade……..persent than actual 40.%ange of watercost and sundries is………….% 41.traditional architectures includes contrast and symmetry and……… 42.Moment of inertia for buildup section is……….difficult to calculate/same as original shap/calculated by parallel axis method 43.Allotment of fund for a project is called……………. 44.the structure that flows watercurrents towards the weir is called……………. 45.crop period for rice is,,,,,,,,,,,,,,,,days 46.canal that flows throughout a year is called……………….. 47.B,c in field is calculated by………………….. 48specific yield/yield of a well 49.mass perunit volume is aloso called 50..Renovation and its kinds for a building 51..watermanagement 52.water purifcatin 53.chopeti weir side slope is……… 54.Renold no for laminar flow in pipes 55.best construction in non seismic zone 56..going run of a step 57.bull nose step

58.concret is weak in tension 59.dry density in field is calculate by ………test 60.pile is …….kind of foundation 61.pozolonic cement.