Planilha De Cálculo E Dimensionamento 5c2b50
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Cálculo de Blocos de Ancoragem. Projeto: Adutora Cipreste - Reservatório Apoiado R-28 - Gravataí. Data: 05/10/2006 Posição 14a JI-135 JI-168 JI-208 JI-226 JI-228
Conexão Diâmetro(m) Pmáx(kG/cm2) Inflexão(º) Inflexão(º) sin (inf/2) T90 0.300 5.40 90 1.5708 0.7071 C22 0.300 8.19 22 0.3840 0.1908 C22 0.300 7.93 22 0.3840 0.1908 C22 0.300 4.71 22 0.3840 0.1908 C90 0.300 2.06 90 1.5708 0.7071 C45 0.300 2.06 45 0.7854 0.3827
S(cm2) Empuxo(Kgf) 706.86 5,395.12 706.86 2,208.18 706.86 2,139.12 706.86 1,270.52 706.86 2,059.28 706.86 1,114.47
Área do Bloco(m2) Calculada 0.5395 0.2208 0.2139 0.1271 0.2059 0.1114
B1 0.10 0.10 0.10 0.10 xxxx xxxx
C(m) 0.70 0.60 0.50 0.60 0.50 0.60
Dimensões do Bloco B(m) A(m) A1(m) 0.80 0.600 0.25 0.40 0.600 0.25 0.50 0.600 0.25 0.25 0.600 0.25 0.50 0.600 0.25 0.25 0.600 0.25
C1(m) 0.35 0.30 0.25 0.30 0.25 0.30
Área(m2) 0.56 0.24 0.25 0.15 0.25 0.15
Conexão Diâmetro(m) Pmáx(kG/cm2) Inflexão(º) Inflexão(º) sin (inf/2) T90 0.300 5.40 90 1.5708 0.7071 C22 0.300 8.19 22 0.3840 0.1908 C22 0.300 7.93 22 0.3840 0.1908 C22 0.300 4.71 22 0.3840 0.1908 C90 0.300 2.06 90 1.5708 0.7071 C45 0.300 2.06 45 0.7854 0.3827
S(cm2) Empuxo(Kgf) 706.86 5,395.12 706.86 2,208.18 706.86 2,139.12 706.86 1,270.52 706.86 2,059.28 706.86 1,114.47
Área do Bloco(m2) Calculada 0.5395 0.2208 0.2139 0.1271 0.2059 0.1114
B1 0.10 0.10 0.10 0.10 xxxx xxxx
C(m) 0.70 0.60 0.50 0.60 0.50 0.60
Dimensões do Bloco B(m) A(m) A1(m) 0.80 0.600 0.25 0.40 0.600 0.25 0.50 0.600 0.25 0.25 0.600 0.25 0.50 0.600 0.25 0.25 0.600 0.25
C1(m) 0.35 0.30 0.25 0.30 0.25 0.30
Área(m2) 0.56 0.24 0.25 0.15 0.25 0.15
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