柱的轴力和梁端剪力的计算1．恒荷载作用下的轴力和剪力的计算层 数弯 矩弯矩引起的剪力6-75.96139.82-108.7727.1586.30-101.5080.67-53.475-117.00160.53-109.9645.90102.93-113.2585.90-66.544-118.43160.14-110.2446.87103.14-113.0887.78-66.663-124.09159.05-106.3950.50103.95-112.2786.54-67.902-127.59158.65-103.0452.80104.41-111.8185.59-68.851-156.6-48.2103.70-86.5-67.85119.564104.454112.5292．活荷载作用下的轴力和剪力的计算层 数弯 矩弯矩引起的剪力6-23.9244.89-35.148.4727.74-32.7426.05-17.155-32.7445.04-30.6712.8428.78-31.7024.57-18.634-33.1344.80-30.8313.1228.85-31.6324.55-18.653-34.09-41.77-31.6814.1329.33-31.1524.53-18.672-35.4444.38-28.8314.7629.18-31.3023.95-19.251-33.4544.49-28.7513.428.93-31.5524.1-19.05853．风荷载作用下的轴力和剪力的计算层 数弯 矩弯矩引起的剪力65.31-3.04-5.166.060.990.991.871.87514.43-4.78-18.6316.792.292.295.905.90424.89-17.71-19.3528.595.075.077.997.99334.75-27.30-28.3641.367.397.3911.6211.62242.21-37.63-45.2255.539.509.5016.3516.3510.0000.0000.0000.000.0000.0000.000.000004．地震作用下的轴力和剪力的计算层 数弯 矩弯 矩 引 起 的剪力619.34-11.28-17.4122.063.653.656.586.58533.92-16.73-53.0741.416.036.0316.2516.25464.04-31.76-61.9372.4211.4011.4022.3922.39375.81-42.65-80.5991.2714.1014.1028.6428.64288.54--96.70109.3116.116.1234.334.3446.8424180.79-51.76-86.4095.8515.7815.7830.0830.08
