土木毕业设计内力组合EXCEL计算表格

梁斜截面配筋表

层次C40砼截面尺寸项目A B 1219.1400rV177.12106.22

1.71740rV/f c bh<10.030.02

0.42fbh r2As/S构造配筋构造配筋

212.58720.75选配

实际2As/S

1119.1400rV202.3882.32

1.71740rV/f c bh<10.040.01

0.42fbh r2As/S构造配筋构造配筋

212.58720.75选配

实际2As/S

1019.1400rV194.8879.79

1.71740rV/f c bh<10.030.01

0.42fbh r2As/S构造配筋构造配筋

212.58720.75选配

实际2As/S

919.1400rV206.3569.95

1.71740rV/f c bh<10.040.01

0.42fbh r2As/S构造配筋构造配筋

212.58720.75选配

实际2As/S

819.1400rV208.1666.55

1.71740rV/f c bh<10.040.01

0.42fbh r2As/S构造配筋构造配筋

212.58720.75选配

实际2As/S

719.1400rV208.9066.98

1.71740rV/f c bh<10.040.01

0.42fbh r2As/S构造配筋构造配筋

212.58720.75选配

实际2As/S

619.1400rV204.5465.67

1.71740rV/f c bh<10.040.01

0.42fbh r2As/S构造配筋构造配筋

212.58720.75选配

实际2As/S

519.1400rV196.4572.57

1.71740rV/f c bh<10.030.01

0.42fbh r2As/S构造配筋构造配筋

212.58720.75选配

实际2As/S

419.1400rV191.7077.32

1.71740rV/f c bh<10.030.01

0.42fbh r2As/S构造配筋构造配筋

212.58720.75选配

实际2As/S

319.1400rV186.3279.92

1.71740rV/f c bh<10.030.01

0.42fbh r2As/S构造配筋构造配筋

212.58720.75选配

实际2As/S

219.1400rV175.4986.27

1.71740rV/f c bh<10.030.02

0.42fbh r2As/S构造配筋构造配筋

212.58720.75选配

实际2As/S

119.1400rV168.05102.45

1.71740rV/f c bh<10.030.02

0.42fbh r2As/S构造配筋构造配筋

212.58720.75选配

实际2As/S

筏板基础梁斜截面配筋B支座

层次C40砼截面尺寸项目JL1JL2 -116.7900rV2433.004866.00

1.571550rV/f c bh<10.100.21

0.42fbh2As/S 2.609.70

919.863选配

实际2As/S