七内力组合八截面设计

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)荷载引起剪力弯矩引起剪力总剪力柱轴力ABBCABBCABBCA柱七VqBVqBVqCVMA=孔VMB=-VMCVAVBVB二VCN顶N底N9.528.28-3.07（-2.46）086.45（87.06）92.59（91.98）8.28134.36159.0914929.178.03-0.88（-0.70）0128.29（128.47）130.05（129.87）8.03409.35434.0742429.088.03-1.06（-0.85）0128.02（128.23）130.14（129.93）8.03684.15708.8869929.098.03-0.99（-0.79）0128.10（128.30）130.08（128.30）8.03959.04983.7697429.088.03-2.14（-1.71）0126.94（127.37）131.22（130.79）8.031239.101270.17125'

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ABBCABBCABBCVqAVqBVqBVqCVMA=气V晔七VAVBVB二VCN517.603.83-0.81（-0.65）016.79（16.95）18.41（18.25）3.8322417.603.83-0.05（-0.04）017.55（17.56）17.65（17.64）3.8344317.603.83-0.15（-0.12）017.45（17.48）17.75（17.72）3.8357217.603.83-0.15（-0.12）017.45（17.48）17.75（17.72）3.8379117.603.83-0.43（-0.34）017.17（17.26）18.03（17.94）3.831077/35

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①活载①地震荷载①1.2①+1.4①1.2(①+0.5①)±1.3①5A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M123.9427.57-18.70187.33140.96189.58M-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M AB 130.8723.44-30.47189.86210.72131.50M-46.33-7.750-66.45-60.25-60.253A右M-144.07-21.06-157.10-202.37-389.7518.71V128.2317.4833.22178.35207.55121.18B左M-151.39-21.8672.14-212.27-101.00-288.57V130.1417.75-33.22181.02123.63210.00B右M-47.78-8.59-207.42-69.36-332.14207.16V8.033.83172.8515.00236.64-212.77跨中M131.1024.00-42.48190.92116.50226.94M-45.85-7.980-66.19-59.81-59.812A右BCM-144.80-21.14-190.00-203.36-433.4460.56V128.3017.4840.40178.43216.97111.93B左M-151.60-21.9488.77-212.64-79.68-310.49V130.0817.75-40.40180.95114.23219.27B右M-59.42-8.47-255.31-83.16-408.29255.52V8.033.83212.7615.00288.52-264.65跨中M130.5823.90-50.62190.16105.23236.84M-45.61-7.860-65.74-59.45-59.451A右M-105.30-19.41-237.62-153.53-446.91170.90V127.3717.2648.53177.01226.29100.11B左M-117.13-21.7897.22171.0527.24-280.01V131.2218.03-48.53182.71105.19231.37B右M-55.38-9.02-279.60-79.08-435.35291.61

V8.033.83233.0015.00314.83-290.97跨中M140.6825.20-49.82204.10119.17248.70M -53.46-8.410-75.93-69.2069.20注：1、剪力以绕对梁隔离体向上为正;2、弯矩以梁下缘受拉为正；3、表中所示地震荷为右震时的内力值。

表6-4A柱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①活载①地震荷载①1.2①+1.4①1.2(①+0.5①)±1.3①5柱顶M96.8221.7357.55146.61204.0454.41N134.13622.0911.26192.16189.12159.85柱底M-84.61-15.56-24.66-123.32-142.93-78.81N159.0922.0911.26221.83218.80189.524柱顶M84.6112.5383.91119.07218.13-0.03N409.3544.9333.90554.12562.25474.11柱底M-82.71-13.62-55.94-118.32-180.15-34.70N434.0744.9333.90583.79591.91503.773柱顶M82.7113.62101.16118.32238.93-24.08N684.1557.1867.12901.03942.54768.03柱底M-81.79-13.47-82.77-117.01-213.831.37N708.8857.1867.12930.71972.22797.712柱顶M81.7913.47107.23117.01245.63-33.17N959.0479.93107.521262.751338.581059.03柱底M-99.76-16.42-107.23-142.70-268.969.84N983.7679.93107.521292.411368.251088.691柱顶M53.238.77130.3976.15238.65-100.37N1239.10102.40156.051630.281751.231345.50柱底M-26.62-4.39-242.16-38.09-349.39280.23N1270.17102.40156.051667.561788.511382.78注：轴力以压力为正表6-5B柱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①活载①地震荷载①1.2①+1.4①1.2(①+0.5①)±1.3①5柱顶M-54.78-12.0378.10-82.5828.58-174.48N149.3928.0237.03218.50244.22147.94柱底M51.899.62-63.9075.74-15.03151.11N175.0928.0237.03249.34275.06178.784柱顶M-53.67-8.78120.76-76.7087.32-226.66N424.6056.37128.57588.44710.48376.20柱底M53.298.96-120.7676.49-99.74226.31N450.3056.37128.57619.28741.32407.043柱顶M-53.29-8.96158.85-76.49137.18-275.83N699.8184.81268.20958.511239.32542.00柱底M53.118.86-158.8576.14-206.51275.55N725.5184.81268.20989.351270.16572.842柱顶M-53.98-9.32185.23-77.82170.43-311.17N974.95113.25440.561328.491810.62665.16柱底M59.539.33-185.2384.50-16