第 6 章 内力组合6.1 梁、柱内力组合表 6-1 恒荷载作用下梁端剪力及柱轴力(kN)层次荷载引起剪力弯矩引起剪力总剪力柱轴力ABBCABBCABBCA 柱B 柱VqA= VqBVqB= VqCVMA= -VMBVMB= -VMCVAVBVB =VCN 顶N 底N 顶N 底589.528.28-3.07（-2.46）086.45（87.06）92.59（91.98）8.28134.36159.09149.39175.094129.178.03-0.88（-0.70）0128.29（128.47）130.05（129.87）8.03409.35434.07424.60450.303129.088.03-1.06（-0.85）0128.02（128.23）130.14（129.93）8.03684.15708.88699.81725.512129.098.03-0.99（-0.79）0128.10（128.30）130.08（128.30）8.03959.04983.76974.951000.651129.088.03-2.14（-1.71）0126.94（127.37）131.22（130.79）8.031239.101270.171257.831290.13表 6-2 活荷载作用下梁端剪力及柱轴力(kN)层次荷载引起剪力弯矩引起剪力总剪力柱轴力ABBCABBCABBCA 柱B 柱VqA= VqBVqB= VqCVMA= -VMBVMB= -VMCVAVBVB =VCN 顶N 底N 顶N 底517.603.83-0.81（-0.65）016.79（16.95）18.41（18.25）3.8322.0922.0928.0228.02417.603.83-0.05（-0.04）017.55（17.56）17.65（17.64）3.8344.9344.9356.3756.37317.603.83-0.15（-0.12）017.45（17.48）17.75（17.72）3.8357.1857.1884.8184.81217.603.83-0.15（-0.12）017.45（17.48）17.75（17.72）3.8379.9379.93113.25113.25117.603.83-0.43（-0.34）017.17（17.26）18.03（17.94）3.83102.40102.40141.97141.976.2 内力设计值汇总表 6-3 梁内力组合表层号位置内力荷载类别竖向荷载组合竖向荷载与水平地震力组合恒载活载地震荷载1.2+1.41.2（+0.5）±1.35A 右M-70.75-16.65-57.55-108.21-169.28-20.08V87.0616.9511.26128.20129.28100.00B 左M-87.69-21.1020.15-134.77-91.69-144.08V92.5918.41-11.26136.88107.52136.79B 右M-49.54-15.53-57.95-81.19-144.106.57V8.283.8348.2915.3075.01-50.54跨中MAB123.9427.57-18.70187.33140.96189.58MBC-47.55-11.810-73.59-64.15-64.154A 右M-115.93-21.73-108.57169.54-293.3011.01V128.4717.5622.64178.75194.13135.27B 左M-150.98-22.0247.64-212.00-132.46-256.32V130.0517.65-22.64180.77137.22196.08B 右M-48.26-8.37-137.02-69.63-241.06115.19V8.033.83114.1815.00160.37-136.50跨中MAB130.8723.44-30.47189.86210.72131.50MBC-46.33-7.750-66.45-60.25-60.253A 右M-144.07-21.06-157.10-202.37-389.7518...
