梁内力组合计算器
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左风M -65.52-17.49 1.38-1.38-104.44V 96.8724.34-0.280.28154.39跨中M 85.4920.800.000.00135.80M -96.58-24.83-0.670.67-155.27V -89.47-22.59-0.280.28-143.16M -53.25-12.62 1.55-1.55-82.95V 19.60 4.51-1.29 1.2929.79跨中
M
-42.23
-10.09
0.00
0.00
-66.90
-51.45-23.4213.92-13.92-80.716364.8630.25-2.92
2.92114.75325425.220-097.6156-66.15-31.04-7.17.1-125.6857-61.36-28.44-2.92 2.92-11
3.16-2
4.79-13.4116.6-16.6-32.664313.847.87-13.83
13.8314.7794
-17.01-8.980-0-31.7639
1.35恒+1.4*0.活载左风右风
层次
B1C1
C1D1
位置
B1
C1左
C1右内力恒载
M b
V b
65.5296.8796.5889.47右风左风右风左风右风
53.2519.60-106.75-101.96-104.27-93.84-97.69-106.75
17.4924.34154.86150.09150.56139.70140.49154.8624.8322.59135.80131.71131.71122.97122.97135.8012.62 4.51-154.15-151.21-150.09-141.16-139.29-155.27 1.380.28-142.69-139.23-138.76-129.89-129.11-143.160.670.28-85.56-80.26-82.87-74.09-78.44-85.56 1.55
1.29
31.9628.7430.9126.1329.7431.96-66.90-64.80-64.80-60.56-60.56
-66.90
-104.1019-82.8352-106.2208-65.2036-104.1796119.6588117.7292122.6348103.389111.565114.39
97.6156100.108100.10889.515689.515678.64-113.7577-128.8-116.872-119.7392-99.8592-95.09-108.2544-115.9008-110.9952-105.5912-97.4152-110.28-60.5523-34.578-62.466-19.6498-66.1298-25.3238.013816.008839.2432 4.958643.682619.42-31.7639-32.984-32.984-29.2124-29.2124
-16.44
.4*0.7活+1.4*0.1.2恒+1.4活+1.4×0.6风1.2恒+1.4风+1.4×0.7活控制内力 不考虑地震作用
恒荷载活荷载风荷载