梁柱计算—内力组合,梁柱配筋计算(附表)

左风右风M 7.76 2.38-32.9732.97N 1272.23237.31-28.5528.55V 4.85 1.49-12.9412.94M -6.43-1.52-59.8659.86N 190.72448.95-104.63104.63V

4.15

0.98

-21.01

21.01

左右M 7.76-165.14165.14172.90N 1272.23-191.07191.071463.30V 4.85-64.8164.8169.66M -6.43-299.70299.70293.27N 190.72-570.46570.46761.18V

4.15

-119.76119.76

123.91

左风右风M 7.76 2.38-32.9732.97N 1272.23237.31-28.5528.55V 4.85 1.49-12.9412.94M -6.43-1.52-59.8659.86N 190.72448.95-104.63104.63V

4.15

0.98

-21.01

21.01

左右M 7.76-165.14165.14223.99N 1272.23-191.07191.071775.07V 4.85-64.8164.8190.07M -6.43-299.70299.70381.89N 190.72-570.46570.46970.46V

4.15

-119.76119.76

160.67

柱号截面内力恒载B 下

恒载A

下

B 下

柱号截面活载B 下

基顶荷载的非抗震标准值组合

基顶荷载的抗震标准值组合

基顶荷载的非抗震设计值组合

柱号截面内力恒载内力水平地震作用A

下

风载

B 下

基顶荷载的抗震标准值组合

柱号截面A

下

A

下

活载风载

内力恒载水平地震作用

43.11-22.8343.111538.09

1480.991538.0919.28

-6.60

19.28

51.91

-67.81

51.91744.30535.05

744.3026.14-15.8826.14

-157.38172.901081.161463.30-59.9669.66-306.13293.27-379.74761.18-115.61123.91

53.85-29.2353.851861.661789.711861.6624.00-8.6124.0065.79-85.0565.79926.37662.71926.3732.69-20.2632.69

-206.92223.991023.841775.07-79.4090.07-396.04381.89-550.87970.46-151.54160.67

值组合

值组合