安徽工业大学毕业设计(论文)计算书第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第76页共133页安徽工业大学毕业设计(论文)计算书表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）3.83102.40102.40141.97141.97第77页共133页安徽工业大学毕业设计(论文)计算书6.2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-46.33-7.750-66.45-60.25-60.2...
