【《某5层办公楼结构的横向框架内力组合案例》8200字】

某5层办公楼结构的横向框架内力组合案例目录TOC\o"1-3"\h\u4574某5层办公楼结构的横向框架内力组合案例 125291.1横向构件内力调幅 1122591.2梁的内力组合计算 626041.3柱内力组合计算 151.1横向构件内力调幅在内力组合时应将各种荷载作用下梁柱轴线的弯矩值换算到梁柱边缘处，再进行内力组合。梁支座边缘处的弯矩为：剪力计算值也应按支座边缘处计算：在竖向作用下，可考虑框架梁梁端塑性变形内力重分布对梁端负弯矩乘以调幅系数进行调幅，装配整体式框架负弯矩调幅系数可取0.7~0.8，现浇框架梁端负弯矩调幅系数可取0.8~0.9；框架梁端负弯矩调幅后，梁跨中弯矩应按平衡条件进行相应增大。梁端负弯矩调幅：梁跨中弯矩调幅：表1.1内力换算及梁端弯矩调幅楼层截面

位置内力轴线处内力支座边缘处内力边缘处调幅后内力恒载活载风荷载地震作用恒载活载风荷载地震作用恒载活载风荷载地震作用5A支座M(kN·m)-53.45-6.506.4635.16-38.35-5.076.0733.03-32.59-4.31——V(kN)60.435.72-1.57-8.5256.145.32-1.57-8.52————AB跨中M(kN·m)52.843.710.834.50————61.604.71——B支座左M(kN·m)-63.39-6.81-4.81-26.17-41.59-5.36-4.42-24.04-40.45-4.56——V(kN)-63.19-5.80-1.57-8.52-58.90-5.40-1.57-8.52————B支座右M(kN·m)-18.62-1.293.8020.66-15.47-0.873.1016.84-13.15-0.74——V(kN)12.611.70-2.81-15.308.321.30-2.81-15.30————BC跨中M(kN·m)-10.11-0.150.000.00————-1.320.04——C支座左M(kN·m)-18.62-1.29-3.80-20.66-15.47-0.87-3.10-16.84-13.15-0.74——V(kN)-12.61-1.70-2.81-15.30-8.32-1.30-2.81-15.30————C支座右M(kN·m)-63.39-6.814.8126.17-41.59-5.364.4224.04-40.45-4.56——V(kN)63.195.80-1.57-8.5258.905.40-1.57-8.52————CD跨中M(kN·m)52.843.71-0.83-4.50————61.604.71——D支座M(kN·m)-53.45-6.50-6.46-35.16-38.35-5.07-6.07-33.03-32.59-4.31——V(kN)-60.43-5.72-1.57-8.52-56.14-5.32-1.57-8.52————4A支座M(kN·m)-82.74-23.4914.8369.91-63.62-11.7813.9065.53-54.07-15.11——V(kN)76.5122.83-3.71-11.5171.1721.23-3.71-11.51————AB跨中M(kN·m)54.2111.151.496.86————66.8520.81——B支座左M(kN·m)-85.79-25.29-11.85-56.19-66.45-19.46-10.92-51.81-56.49-16.54——V(kN)-71.36-23.33-3.71-11.51-72.02-21.73-3.71-11.51————B支座右M(kN·m)-12.71-5.339.3544.35-9.94-3.901.6236.14-8.45-3.32——V(kN)11.085.70-6.93-32.855.744.10-6.93-32.85————BC跨中M(kN·m)-5.23-1.480.000.00————-3.32-0.68——C支座左M(kN·m)-12.71-5.33-9.35-44.35-9.94-3.90-1.62-36.14-8.45-3.32——V(kN)-11.08-5.70-6.93-32.85-5.74-4.10-6.93-32.85————C支座右M(kN·m)-85.79-25.2911.8556.19-66.45-19.4610.9251.81-56.49-16.54——V(kN)71.3623.33-3.71-11.5172.0221.73-3.71-11.51————CD跨中M(kN·m)54.2111.15-1.49-6.86————66.8520.81——D支座M(kN·m)-82.74-23.49-14.83-69.91-63.62-11.78-13.90-65.53-54.07-15.11——V(kN)-76.51-22.83-3.71-11.51-71.17-21.23-3.71-11.51————3A支座M(kN·m)-81.61-24.3923.3898.16-62.51-18.6721.9292.04-53.13-15.87——V(kN)76.3922.87-5.83-24.5071.0521.27-5.83-24.50————AB跨中M(kN·m)54.9216.412.409.95————61.4520.18——B支座左M(kN·m)-85.51-25.86-18.58-78.27-66.15-20.04-11.12-72.15-56.22-11.03——V(kN)-71.47-23.28-5.83-24.50-72.13-21.68-5.83-24.50————B支座右M(kN·m)-12.93-4.8814.6761.78-10.16-3.4511.9550.34-8.64-2.93——V(kN)11.085.70-10.87-45.765.744.10-10.87-45.76————BC跨中M(kN·m)-5.45-1.030.000.00————-3.51-0.30——C支座左M(kN·m)-12.93-4.88-14.67-61.78-10.16-3.45-11.95-50.34-8.64-2.93——V(kN)-11.08-5.70-10.87-45.76-5.74-4.10-10.87-45.76————C支座右M(kN·m)-85.51-25.8618.5878.27-66.15-20.0411.1272.15-56.22-11.03——V(kN)71.4723.28-5.83-24.5072.1321.68-5.83-24.50————CD跨中M(kN·m)54.9216.41-2.40-9.95————61.4520.18——D支座M(kN·m)-81.61-24.39-23.38-98.16-62.51-18.67-21.92-92.04-53.13-15.87——V(kN)-76.39-22.87-5.83-24.50-71.05-21.27-5.83-24.50————2A支座M(kN·m)-80.31-24.0035.09132.00-61.23-18.2932.91123.78-52.05-15.54——V(kN)76.3022.84-8.73-32.8870.9621.24-8.73-32.88————AB跨中M(kN·m)55.9116.713.6713.62————68.3020.43——B支座左M(kN·m)-84.83-25.66-21.76-104.77-65.44-19.84-25.58-96.55-55.63-16.86——V(kN)-71.56-23.31-8.73-32.88-72.22-21.71-8.73-32.88————B支座右M(kN·m)-13.47-5.0321.9282.70-10.70-3.6111.8661.39-9.09-3.07——V(kN)11.085.70-16.24-61.265.744.10-16.24-61.26————BC跨中M(kN·m)-5.99-1.190.000.00————-3.97-0.44——C支座左M(kN·m)-13.47-5.03-21.92-82.70-10.70-3.61-11.86-61.39-9.09-3.07——V(kN)-11.08-5.70-16.24-61.26-5.74-4.10-16.24-61.26————C支座右M(kN·m)-84.83-25.6621.76104.77-65.44-19.8425.5896.55-55.63-16.86——V(kN)71.5623.31-8.73-32.8872.2221.71-8.73-32.88————CD跨中M(kN·m)55.9116.71-3.67-13.62————68.3020.43——D支座M(kN·m)-80.31-24.00-35.09-132.00-61.23-18.29-32.91-123.78-52.05-15.54——V(kN)-76.30-22.84-8.73-32.88-70.96-21.24-8.73-32.88————1A支座M(kN·m)-81.82-24.4636.74121.97-56.97-11.0233.68111.80-48.43-14.47——V(kN)76.4622.90-9.42-31.3069.5120.82-9.42-31.30————AB跨中M(kN·m)54.9616.432.859.30————61.4920.20——B支座左M(kN·m)-85.22-25.75-31.05-103.37-60.07-18.19-21.99-93.20-51.06-15.46——V(kN)-71.40-23.25-9.42-31.30-70.45-21.17-9.42-31.30————B支座右M(kN·m)-12.16-4.6424.5181.59-8.56-2.7918.6161.95-1.27-2.37——V(kN)11.085.70-18.16-60.444.133.62-18.16-60.44————BC跨中M(kN·m)-4.68-0.800.000.00————-2.86-0.10——C支座左M(kN·m)-12.16-4.64-24.51-81.59-8.56-2.79-18.61-61.95-1.27-2.37——V(kN)-11.08-5.70-18.16-60.44-4.13-3.62-18.16-60.44————C支座右M(kN·m)-85.22-25.7531.05103.37-60.07-18.1921.9993.20-51.06-15.46——V(kN)71.4023.25-9.42-31.3070.4521.17-9.42-31.30————CD跨中M(kN·m)54.9616.43-2.85-9.30————61.4920.20——D支座M(kN·m)-81.82-24.46-36.74-121.97-56.97-11.02-33.68-111.80-48.43-14.47——V(kN)-76.46-22.90-9.42-31.30-69.51-20.82-9.42-31.30————1.2梁的内力组合计算框架结构在恒荷载、活荷载、风荷载以及地震荷载作用下的内力求出后，要计算框架梁柱各控制截面上可能发生的最不利内力，并以此作为计算梁柱配筋的依据，本工程的内力组合形式按如下计算：（1）一般荷载组合1.3恒荷载+1.5×活荷载1.3恒荷载+1.5×(活荷载+0.6左风)1.3恒荷载+1.5×(活荷载-0.6右风)1.3恒荷载+1.5×(0.7活荷载+左风)1.3恒荷载+1.5×(0.7活荷载-右风)（2）考虑地震作用效应组合1.2重力荷载+1.3左震1.2重力荷载-1.3右震表1.2框架梁内力组合（一般组合）楼层截面

位置内力恒载活载风1.3恒+1.5×活1.3恒+1.5×(活+0.6风)1.3恒+1.5×(0.7活+风)|M|max及对应VMmin及对应V|V|max及对应M左风右风左风右风5A支座M(kN·m)-32.59-4.316.07-48.84-43.38-54.30-31.80-56.00-56.00-56.00-54.30V(kN)56.145.32-1.5780.9679.5582.3776.2180.9280.9280.9282.37AB跨中M(kN·m)61.604.710.8381.1581.8986.4086.2783.7881.8983.78B支座左M(kN·m)-40.45-4.56-4.42-59.42-63.39-55.44-63.99-50.74-63.99-63.99-63.39V(kN)-58.90-5.40-1.57-84.67-86.08-83.25-84.59-79.88-84.59-84.59-86.08B支座右M(kN·m)-13.15-0.743.10-18.20-15.41-20.99-13.22-22.51-22.51-22.51-22.51V(kN)8.321.30-2.8112.7610.2315.291.9616.3916.3916.3916.39BC跨中M(kN·m)-1.320.040.00-9.45-9.45-9.45-9.47-9.47-9.47-9.47C支座左M(kN·m)-13.15-0.74-3.10-18.20-20.99-15.41-22.51-13.22-22.51-22.51-22.51V(kN)-8.32-1.30-2.81-12.76-15.29-10.23-16.39-1.96-16.39-16.39-16.39C支座右M(kN·m)-40.45-4.564.42-59.42-55.44-63.39-50.74-63.99-63.99-63.99-63.39V(kN)58.905.40-1.5784.6783.2586.0879.8884.5984.5984.5986.08CD跨中M(kN·m)61.604.71-0.8381.1586.4081.8983.7886.2781.8983.78D支座M(kN·m)-32.59-4.31-6.07-48.84-54.30-43.38-56.00-31.80-56.00-56.00-54.30V(kN)-56.14-5.32-1.57-80.96-82.37-79.55-80.92-76.21-80.92-80.92-82.374A支座M(kN·m)-54.07-15.1113.90-92.96-80.45-105.48-65.31-101.02-101.02-101.02-105.48V(kN)71.1721.23-3.71124.36121.02121.70109.24120.37120.37120.37121.70AB跨中M(kN·m)66.8520.811.49118.12119.46116.78110.99106.52119.46106.52B支座左M(kN·m)-56.49-16.54-10.92-98.24-108.07-88.41-101.18-74.41-108.07-108.07-108.07V(kN)-72.02-21.73-3.71-126.21-129.55-122.88-122.00-110.87-129.55-129.55-129.55B支座右M(kN·m)-8.45-3.321.62-15.96-9.10-22.82-3.04-25.89-25.89-25.89-25.89V(kN)5.744.10-6.9313.611.3719.841.3722.1622.1622.1622.16BC跨中M(kN·m)-3.32-0.680.00-5.34-5.34-5.34-5.04-5.04-5.34-5.34C支座左M(kN·m)-8.45-3.32-1.62-15.96-22.82-9.10-25.89-3.04-25.89-25.89-25.89V(kN)-5.74-4.10-6.93-13.61-19.84-1.37-22.16-1.37-22.16-22.16-22.16C支座右M(kN·m)-56.49-16.5410.92-98.24-88.41-108.07-74.41-101.18-108.07-108.07-108.07V(kN)72.0221.73-3.71126.21122.88129.55110.87122.00129.55129.55129.55CD跨中M(kN·m)66.8520.81-1.49118.12116.78119.46106.52110.99119.46106.52D支座M(kN·m)-54.07-15.11-13.90-92.96-105.48-80.45-101.02-65.31-101.02-101.02-105.48V(kN)-71.17-21.23-3.71-124.36-121.70-121.02-120.37-109.24-120.37-120.37-121.703A支座M(kN·m)-53.13-15.8721.92-92.87-73.14-112.60-52.85-118.62-118.62-118.62-112.60V(kN)71.0521.27-5.83124.26119.02129.51105.95123.44123.44123.44129.51AB跨中M(kN·m)61.4520.182.40111.96120.12115.80112.48105.28120.12105.28B支座左M(kN·m)-56.22-11.03-11.12-98.64-114.05-83.23-116.66-65.29-116.66-116.66-114.05V(kN)-72.13-21.68-5.83-126.28-131.53-121.04-125.27-101.78-125.27-125.27-131.53B支座右M(kN·m)-8.64-2.9311.95-15.63-4.87-26.393.62-32.24-32.24-32.24-32.24V(kN)5.744.10-10.8713.613.8223.39-4.5428.0728.0728.0728.07BC跨中M(kN·m)-3.51-0.300.00-5.01-5.01-5.01-4.88-4.88-5.01-5.01C支座左M(kN·m)-8.64-2.93-11.95-15.63-26.39-4.87-32.243.62-32.24-32.24-32.24V(kN)-5.74-4.10-10.87-13.61-23.39-3.82-28.074.54-28.07-28.07-28.07C支座右M(kN·m)-56.22-11.0311.12-98.64-83.23-114.05-65.29-116.66-116.66-116.66-114.05V(kN)72.1321.68-5.83126.28121.04131.53101.78125.27125.27125.27131.53CD跨中M(kN·m)61.4520.18-2.40111.96115.80120.12105.28112.48120.12105.28D支座M(kN·m)-53.13-15.87-21.92-92.87-112.60-73.14-118.62-52.85-118.62-118.62-112.60V(kN)-71.05-21.27-5.83-124.26-129.51-119.02-123.44-105.95-123.44-123.44-129.512A支座M(kN·m)-52.05-15.5432.91-90.98-61.36-120.60-34.62-133.35-133.35-133.35-120.60V(kN)70.9621.24-8.73124.10116.24131.96101.45121.64121.64121.64131.96AB跨中M(kN·m)68.3020.433.67119.44122.74116.13115.75104.74122.74104.74B支座左M(kN·m)-55.63-16.86-25.58-91.60-120.62-74.58-128.38-51.65-128.38-128.38-120.62V(kN)-72.22-21.71-8.73-126.44-134.30-118.59-129.77-103.58-129.77-129.77-134.30B支座右M(kN·m)-9.09-3.0711.86-16.42-0.35-32.4911.75-41.83-41.83-41.83-41.83V(kN)5.744.10-16.2413.61-1.0128.22-12.6036.1236.1236.1236.12BC跨中M(kN·m)-3.97-0.440.00-5.81-5.81-5.81-5.62-5.62-5.81-5.81C支座左M(kN·m)-9.09-3.07-11.86-16.42-32.49-0.35-41.8311.75-41.83-41.83-41.83V(kN)-5.74-4.10-16.24-13.61-28.221.01-36.1212.60-36.12-36.12-36.12C支座右M(kN·m)-55.63-16.8625.58-91.60-74.58-120.62-51.65-128.38-128.38-128.38-120.62V(kN)72.2221.71-8.73126.44118.59134.30103.58129.77129.77129.77134.30CD跨中M(kN·m)68.3020.43-3.67119.44116.13122.74104.74115.75122.74104.74D支座M(kN·m)-52.05-15.54-32.91-90.98-120.60-61.36-133.35-34.62-133.35-133.35-120.60V(kN)-70.96-21.24-8.73-124.10-131.96-116.24-121.64-101.45-121.64-121.64-131.961A支座M(kN·m)-48.43-14.4733.68-84.66-54.35-114.97-21.63-128.66-128.66-128.66-114.97V(kN)69.5120.82-9.42121.59113.12130.0798.10126.36126.36126.36130.07AB跨中M(kN·m)61.4920.202.85118.03120.59115.46113.22104.67120.59104.67B支座左M(kN·m)-51.06-15.46-21.99-89.57-114.76-64.38-124.59-40.63-124.59-124.59-114.76V(kN)-70.45-21.17-9.42-123.34-131.82-114.86-121.95-99.69-121.95-121.95-131.82B支座右M(kN·m)-1.27-2.3718.61-13.013.74-29.7615.97-39.86-39.86-39.86-39.86V(kN)4.133.62-18.1610.80-5.5421.14-18.0736.4136.4136.4136.41BC跨中M(kN·m)-2.86-0.100.00-3.87-3.87-3.87-3.82-3.82-3.87-3.87C支座左M(kN·m)-1.27-2.37-18.61-13.01-29.763.74-39.8615.97-39.86-39.86-39.86V(kN)-4.13-3.62-18.16-10.80-21.145.54-36.4118.07-36.41-36.41-36.41C支座右M(kN·m)-51.06-15.4621.99-89.57-64.38-114.76-40.63-124.59-124.59-124.59-114.76V(kN)70.4521.17-9.42123.34114.86131.8299.69121.95121.95121.95131.82CD跨中M(kN·m)61.4920.20-2.85118.03115.46120.59104.67113.22120.59104.67D支座M(kN·m)-48.43-14.47-33.68-84.66-114.97-54.35-128.66-21.63-128.66-128.66-114.97V(kN)-69.51-20.82-9.42-121.59-130.07-113.12-126.36-98.10-126.36-126.36-130.07考虑地震效应的荷载组合首先需计算其重荷载代表值，其计算公式为：在设计时对框架梁提出了梁端的斜截面受剪承载力应高于正截面受弯承载力的要求，即“强剪弱弯”的设计概念。《建筑抗震设计规范》（GB50011-2012）的第6.2.4条对此作出了规定，对于一、二、三级的框架梁和抗震墙的连梁，其梁端截面组合的剪力设计值应按下式调整：表1.3框架梁内力组合（考虑地震效应）楼层截面

位置内力恒载活载地震重力荷载VGb1.2重力荷载+1.3地震强剪弱弯调整|M|max及对应VMmin及对应V|V|max及对应M左震右震5A支座M(kN·m)-32.59-4.3133.03-32.593.83-82.05-82.05-82.05-82.05V(kN)56.145.32-8.5256.1472.2456.2978.4488.5578.4478.4478.44AB跨中M(kN·m)61.604.714.5061.6079.7768.0779.7768.07B支座左M(kN·m)-40.45-4.56-24.04-40.45-79.79-11.29-79.79-79.79-79.79V(kN)-58.90-5.40-8.52-58.9072.24-81.75-59.6088.55-81.75-81.75-81.75B支座右M(kN·m)-13.15-0.7416.84-13.156.11-31.66-31.66-31.66-31.66V(kN)8.321.30-15.308.3213.16-9.9129.8735.0529.8729.8729.87BC跨中M(kN·m)-1.320.040.00-1.32-8.78-8.78-8.78-8.78C支座左M(kN·m)-13.15-0.74-16.84-13.15-31.666.11-31.66-31.66-31.66V(kN)-8.32-1.30-15.30-8.3213.16-29.879.9135.05-29.87-29.87-29.87C支座右M(kN·m)-40.45-4.5624.04-40.45-11.29-79.79-79.79-79.79-79.79V(kN)58.905.40-8.5258.9072.2459.6081.7588.5581.7581.7581.75CD跨中M(kN·m)61.604.71-4.5061.6068.0779.7779.7768.07D支座M(kN·m)-32.59-4.31-33.03-32.59-82.053.83-82.05-82.05-82.05V(kN)-56.14-5.32-8.52-56.1472.24-78.44-56.2988.55-78.44-78.44-78.444A支座M(kN·m)-54.07-15.1165.53-61.6311.24-159.15-159.15-159.15-159.15V(kN)71.1721.23-11.5181.7898.7975.37120.90126.62120.90120.90120.90AB跨中M(kN·m)66.8520.816.8671.25101.6283.79101.6283.79B支座左M(kN·m)-56.49-16.54-51.81-64.75-145.06-10.35-145.06-145.06-145.06V(kN)-72.02-21.73-11.51-82.8898.79-122.22-76.69126.62-122.22-122.22-122.22B支座右M(kN·m)-8.45-3.3236.14-10.1134.85-59.11-59.11-59.11-59.11V(kN)5.744.10-32.851.7913.62-33.3652.0560.6052.0552.0552.05BC跨中M(kN·m)-3.32-0.680.00-3.66-4.40-4.40-4.40-4.40C支座左M(kN·m)-8.45-3.32-36.14-10.11-59.1134.85-59.11-59.11-59.11V(kN)-5.74-4.10-32.85-1.7913.62-52.0533.3660.60-52.05-52.05-52.05C支座右M(kN·m)-56.49-16.5451.81-64.75-10.35-145.06-145.06-145.06-145.06V(kN)72.0221.73-11.5182.8898.7976.69122.22126.62122.22122.22122.22CD跨中M(kN·m)66.8520.81-6.8671.2583.79101.62101.6283.79D支座M(kN·m)-54.07-15.11-65.53-61.63-159.1511.24-159.15-159.15-159.15V(kN)-71.17-21.23-11.51-81.7898.79-120.90-75.37126.62-120.90-120.90-120.903A支座M(kN·m)-53.13-15.8792.04-61.0746.37-192.93-192.93-192.93-192.93V(kN)71.0521.27-24.5081.6898.7966.17129.87134.56129.87129.87129.87AB跨中M(kN·m)61.4520.189.9571.54105.9980.12105.9980.12B支座左M(kN·m)-56.22-11.03-72.15-64.74-171.4816.10-171.48-171.48-171.48V(kN)-72.13-21.68-24.50-82.9798.79-131.41-61.71134.56-131.41-131.41-131.41B支座右M(kN·m)-8.64-2.9350.34-10.1053.32-71.57-71.57-71.57-71.57V(kN)5.744.10-45.761.7913.62-50.1468.8379.0668.8368.8368.83BC跨中M(kN·m)-3.51-0.300.00-3.66-4.39-4.39-4.39-4.39C支座左M(kN·m)-8.64-2.93-50.34-10.10-71.5753.32-71.57-71.57-71.57V(kN)-5.74-4.10-45.76-1.7913.62-68.8350.1479.06-68.83-68.83-68.83C支座右M(kN·m)-56.22-11.0372.15-64.7416.10-171.48-171.48-171.48-171.48V(kN)72.1321.68-24.5082.9798.7961.71131.41134.56131.41131.41131.41CD跨中M(kN·m)61.4520.18-9.9571.5480.12105.99105.9980.12D支座M(kN·m)-53.13-15.87-92.04-61.07-192.9346.37-192.93-192.93-192.93V(kN)-71.05-21.27-24.50-81.6898.79-129.87-66.17134.56-129.87-129.87-129.872A支座M(kN·m)-52.05-15.54123.78-59.8289.13-232.70-232.70-232.70-232.70V(kN)70.9621.24-32.8881.5898.7955.15140.64146.65140.64140.64140.64AB跨中M(kN·m)68.3020.4313.6278.51111.9276.51111.9276.51B支座左M(kN·m)-55.63-16.86-96.55-64.06-202.3848.65-202.38-202.38-202.38V(kN)-72.22-21.71-32.88-83.0798.79-142.43-56.94146.65-142.43-142.43-142.43B支座右M(kN·m)-9.09-3.0761.39-10.6374.85-100.35-100.35-100.35-100.35V(kN)5.744.10-61.261.7913.62-70.2988.98101.2288.9888.9888.98BC跨中M(kN·m)-3.97-0.440.00-4.19-5.02-5.02-5.02-5.02C支座左M(kN·m)-9.09-3.07-61.39-10.63-100.3574.85-100.35-100.35-100.35V(kN)-5.74-4.10-61.26-1.7913.62-88.9870.29101.22-88.98-88.98-88.98C支座右M(kN·m)-55.63-16.8696.55-64.0648.65-202.38-202.38-202.38-202.38V(kN)72.2221.71-32.8883.0798.7956.94142.43146.65142.43142.43142.43CD跨中M(kN·m)68.3020.43-13.6278.5176.51111.92111.9276.51D支座M(kN·m)-52.05-15.54-123.78-59.82-232.7089.13-232.70-232.70-232.70V(kN)-70.96-21.24-32.88-81.5898.79-140.64-55.15146.65-140.64-140.64-140.641A支座M(kN·m)-48.43-14.47111.80-55.6678.54-212.13-212.13-212.13-212.13V(kN)69.5120.82-31.3079.9296.5855.22136.60141.97136.60136.60136.60AB跨中M(kN·m)61.4920.209.3071.59105.1981.01105.1981.01B支座左M(kN·m)-51.06-15.46-93.20-58.79-191.7050.61-191.70-191.70-191.70V(kN)-70.45-21.17-31.30-81.0496.58-131.94-56.56141.97-131.94-131.94-131.94B支座右M(kN·m)-1.27-2.3761.95-8.4670.38-90.68-90.68-90.68-90.68V(kN)4.133.62-60.445.9412.69-71.4485.7099.1285.7085.7085.70BC跨中M(kN·m)-2.86-0.100.00-2.91-3.49-3.49-3.49-3.49C支座左M(kN·m)-1.27-2.37-61.95-8.46-90.6870.38-90.68-90.68-90.68V(kN)-4.13-3.62-60.44-5.9412.69-85.7071.4499.12-85.70-85.70-85.70C支座右M(kN·m)-51.06-15.4693.20-58.7950.61-191.70-191.70-191.70-191.70V(kN)70.4521.17-31.3081.0496.5856.56131.94141.97131.94131.94131.94CD跨中M(kN·m)61.4920.20-9.3071.5981.01105.19105.1981.01D支座M(kN·m)-48.43-14.47-111.80-55.66-212.1378.54-212.13-212.13-212.13V(kN)-69.51-20.82-31.30-79.9296.58-136.60-55.22141.97-136.60-136.60-136.601.3柱内力组合计算在地震作用下，框架柱应设计为“强柱弱梁”、“强剪弱弯”以实现延性框架的目的，为体现“强柱弱梁”的设计理念，就要求在同一节点处的上下柱端弯矩设计值大于左右两侧梁端截面的抗弯承载力，根据《建筑抗震设计规范》（GB50011—2010）的第6.2.2条可知，一、二、三、四级框架的梁柱节点处，柱端组合的弯矩设计值应符合下列要求：对于框架柱“强剪弱弯”调整，一、二、三、四级框架柱和框支柱组合的剪力设计值按下式调整：将柱子的内力进行汇总：表1.4框架柱控制截面的内力汇总楼层截面位置恒载作用下内力活载作用下内力风荷载作用下内力地震作用下内力MNVMNVMNVMNV5A柱柱顶53.45215.95-26.866.5015.53-4.65-6.46-1.572.68-35.16-8.5214.59柱底43.26241.33-26.8610.2515.53-4.65-3.19-1.572.68-11.36-8.5214.59B柱柱顶-44.76259.4022.74-5.5223.553.98-8.61-1.243.86-46.83-6.7821.00柱底-31.11284.7822.74-8.8123.553.98-5.29-1.243.86-28.77-6.7821.00C柱柱顶44.76259.40-22.745.5223.55-3.98-8.611.243.86-46.836.7821.00柱底31.11284.78-22.748.8123.55-3.98-5.291.243.86-28.776.7821.00D柱柱顶-53.45215.9526.86-6.5015.534.65-6.461.572.68-35.168.5214.59柱底-43.26241.3326.86-10.2515.534.65-3.191.572.68-11.368.5214.594A柱柱顶39.49505.91-22.3013.2371.64-1.06-11.64-5.285.39-52.55-26.0324.33柱底40.80531.29-22.3012.1971.64-1.06-1.76-5.285.39-35.04-26.0324.33B柱柱顶-35.97604.6220.07-11.15120.276.01-15.91-4.461.76-71.77-22.1235.01柱底-36.2963020.07-10.49120.276.01-12.03-4.461.76-54.27-22.1235.01C柱柱顶35.97604.62-20.0711.15120.27-6.01-15.914.461.76-71.7722.1235.01柱底36.29630-20.0710.49120.27-6.01-12.034.461.76-54.2722.1235.01D柱柱顶-39.49505.9122.30-13.2371.641.06-11.645.285.39-52.5526.0324.33柱底-40.80531.2922.30-12.1971.641.06-1.765.285.39-35.0426.0324.333A柱柱顶40.80795.75-23.0812.19139.79-6.90-15.62-11.111.89-63.12-50.5331.88柱底42.30821.13-23.0812.64139.79-6.90-12.78-11.111.89-51.65-50.5331.88B柱柱顶-36.29949.9520.38-10.49216.945.89-21.22-9.5011.35-85.78-43.3845.87柱底-31.08975.3320.38-10.72216.945.89-19.64-9.5011.35-79.36-43.3845.87C柱柱顶36.29949.95-20.3810.49216.94-5.89-21.229.5011.35-85.7843.3845.87柱底31.08975.33-20.3810.72216.94-5.89-19.649.5011.35-79.3643.3845.87D柱柱顶-40.80795.7523.08-12.19139.796.90-15.6211.111.89-63.1250.5331.88柱底-42.30821.1323.08-12.64139.796.90-12.7811.111.89-51.6550.5331.882A柱柱顶38.011085.50-21.0411.35201.91-6.29-22.31-19.8410.33-80.35-83.4131.20柱底31.731110.88-21.0411.29201.91-6.29-14.88-19.8410.33-53.57-83.4131.20B柱柱顶-34.281295.3718.50-9.91313.645.34-30.04-11.0114.87-108.11-71.7653.52柱底-32.321320.7518.50-9.33313.645.34-23.49-11.0114.87-84.56-71.7653.52C柱柱顶34.281295.37-18.509.91313.64-5.34-30.0411.0114.87-108.1171.7653.52柱底32.321320.75-18.509.33313.64-5.34-23.4911.0114.87-84.5671.7653.52D柱柱顶-38.011085.521.04-11.35201.916.29-22.3119.8410.33-80.3583.4131.20柱底-31.731110.8821.04-11.29201.916.29-14.8819.8410.33-53.5783.4131.201A柱柱顶44.091375.41-13.1013.17264.09-3.91-21.86-29.2614.41-68.40-114.7145.09柱底22.041434.00-13.106.59264.09-3.91-50.91-29.2614.41-159.30-114.7145.09B柱柱顶-40.751640.6312.10-11.78410.283.50-32.07-25.7511.15-100.40-100.9053.69柱底-20.371699.2212.10-5.89410.283.50-54.54-25.7511.15-170.73-100.9053.69C柱柱顶40.751640.63-12.1011.78410.28-3.50-32.0725.7511.15-100.40100.9053.69柱底20.371699.22-12.105.89410.28-3.50-54.5425.7511.15-170.73100.9053.69D柱柱顶-44.091375.4113.10-13.17264.093.91-21.8629.2614.41-68.40114.7145.09柱底-22.04143413.10-6.59264.093.91-50.9129.2614.41-159.30114.7145.09表1.5框架柱内力组合（一般组合）楼层截面

位置内力恒载活载风1.3恒+1.5×活1.3恒+1.5×(活+0.6风)1.3恒+1.5×(0.7活+风)|M|max及对应N,VNmin及对应M,VNmax及对应M,V左风右风左风右风5A柱柱顶M53.456.50-6.4679.2473.4385.0666.6386.0186.0166.6385.06N215.9515.53-1.57304.03302.62305.44294.69299.40299.40294.69305.44V-26.86-4.652.68-41.89-39.48-44.31-35.78-43.82-43.82-35.78-44.31柱底M43.2610.25-3.1971.6168.7474.4862.2171.7874.4862.2174.48N241.3315.53-1.57331.02335.61338.44321.68332.39338.44321.68338.44V-26.86-4.652.68-41.89-39.48-44.31-35.78-43.82-44.31-35.78-44.31B柱柱顶M-44.76-5.52-8.61-66.47-74.22-58.72-76.90-51.07-76.90-76.90-58.72N259.4023.55-1.24372.55371.43373.66360.09363.81360.09360.09373.66V22.743.983.8635.5339.0132.0639.5321.9539.5339.5332.06柱底M-31.11-8.81-5.29-61.47-66.23-56.71-65.44-49.57-66.23-65.44-56.71N284.7823.55-1.24405.54404.42406.66393.08396.80404.42393.08406.66V22.743.983.8635.5339.0132.0639.5321.9539.0139.5332.06C柱柱顶M44.765.52-8.6166.4758.7274.2251.0776.9076.9076.9058.72N259.4023.551.24372.55373.66371.43363.81360.09360.09360.09373.66V-22.74-3.983.86-35.53-32.06-39.01-21.95-39.53-39.53-39.53-32.06柱底M31.118.81-5.2961.4756.7166.2349.5765.4466.2365.4456.71N284.7823.551.24405.54406.66404.42396.80393.08404.42393.08406.66V-22.74-3.983.86-35.53-32.06-39.01-21.95-39.53-39.01-39.53-32.06D柱柱顶M-53.45-6.50-6.46-79.24-85.06-73.43-86.01-66.63-86.01-66.63-85.06N215.9515.531.57304.03305.44302.62299.40294.69299.40294.69305.44V26.864.652.6841.8944.3139.4843.8235.7843.8235.7844.31柱底M-43.26-10.25-3.19-71.61-74.48-68.74-71.78-62.21-74.48-62.21-74.48N241.3315.531.57331.02338.44335.61332.39321.68338.44321.68338.44V26.864.652.6841.8944.3139.4843.8235.7844.3135.7844.314A柱柱顶M39.4913.23-11.6471.1860.7181.6641.7782.6982.6941.7781.66N505.9171.64-5.28774.14769.39778.90731.29741.13741.13731.29778.90V-22.30-1.065.39-39.58-34.73-44.43-28.32-44.49-44.49-28.32-44.43柱底M40.8012.19-1.7671.3364.3578.3254.2171.4978.3254.2178.32N531.2971.64-5.28801.14802.39811.89764.28780.12811.89764.28811.89V-22.30-1.065.39-39.58-34.73-44.43-28.32-44.49-44.43-28.32-44.43B柱柱顶M-35.97-11.15-15.91-63.48-71.80-49.16-82.33-34.60-82.33-82.33-49.16N604.62120.27-4.46966.41962.40970.43905.60918.98905.60905.60970.43V20.076.011.7635.1142.0928.1244.0420.7644.0444.0428.12柱底M-36.29-10.49-12.03-62.91-73.74-52.09-76.24-40.15-76.24-76.24-52.09N630.00120.27-4.46999.41995.391003.42938.59951.97938.59938.591003.42V20.076.011.7635.1142.0928.1244.0420.7644.0444.0428.12C柱柱顶M35.9711.15-15.9163.4849.1671.8034.6082.3382.3382.3349.16N604.62120.274.46966.41970.43962.40918.98905.60905.60905.60970.43V-20.07-6.011.76-35.11-28.12-42.09-20.76-44.04-44.04-44.04-28.12柱底M36.2910.49-12.0362.9152.0973.7440.1576.2476.2476.2452.09N630.00120.274.46999.411003.42995.39951.97938.59938.59938.591003.42V-20.07-6.011.76-35.11-28.12-42.09-20.76-44.04-44.04-44.04-28.12D柱柱顶M-39.49-13.23-11.64-71.18-81.66-60.71-82.69-41.77-82.69-41.77-81.66N505.9171.645.28774.14778.90769.39741.13731.29741.13731.29778.90V22.301.065.3939.5844.4334.7344.4928.3244.4928.3244.43柱底M-40.80-12.19-1.76-71.33-78.32-64.35-71.49-54.21-78.32-54.21-78.32N531.2971.645.28801.14811.89802.39780.12764.28811.89764.28811.89V22.301.065.3939.5844.4334.7344.4928.3244.4328.3244.433A柱柱顶M40.8012.19-15.6271.3351.2885.3942.4289.2889.2842.4285.39N795.75139.79-11.111244.161234.161254.161164.591191.921191.921164.591254.16V-23.08-6.901.89-40.35-33.25-41.45-25.42-49.08-49.08-25.42-41.45柱底M42.3012.64-12.7873.9662.4585.4649.1081.4481.4449.1085.46N821.13139.79-11.111271.151261.161281.151191.581230.911230.911191.581281.15V-23.08-6.901.89-40.35-33.25-41.45-25.42-49.08-49.08-25.42-41.45B柱柱顶M-36.29-10.49-21.22-62.91-82.01-43.82-90.02-26.36-90.02-90.02-43.82N949.95216.94-9.501560.351551.801568.901448.471476.971448.471448.471568.90V20.385.8911.3535.3345.5425.1149.7015.6549.7049.7025.11柱底M-31.08-10.72-19.64-64.28-81.96-46.60-88.92-30.00-88.92-88.92-46.60N975.33216.94-9.501593.341584.791601.891481.471509.971481.471481.471601.89V20.385.8911.3535.3345.5425.1149.7015.6549.7049.7025.11C柱柱顶M36.2910.49-21.2262.9143.8282.0126.3690.0290.0290.0243.82N949.95216.949.501560.351568.901551.801476.971448.471448.471448.471568.90V-20.38-5.8911.35-35.33-25.11-45.54-15.65-49.70-49.70-49.70-25.11柱底M31.0810.72-19.6464.2846.6081.9630.0088.9288.9288.9246.60N975.33216.949.501593.341601.891584.791509.971481.471481.471481.471601.89V-20.38-5.8911.35-35.33-25.11-45.54-15.65-49.70-49.70-49.70-25.11D柱柱顶M-40.80-12.19-15.62-71.33-85.39-51.28-89.28-42.42-89.28-42.42-85.39N795.75139.7911.111244.161254.161234.161191.921164.591191.921164.591254.16V23.086.901.8940.3541.4533.2549.0825.4249.0825.4241.45柱底M-42.30-12.64-12.78-73.96-85.46-62.45-81.44-49.10-81.44-49.10-85.46N821.13139.7911.111271.151281.151261.161230.911191.581230.911191.581281.15V23.086.901.8940.3541.4533.2549.0825.4249.0825.4241.452A柱柱顶M38.0111.35-22.3166.4446.3686.5221.8794.8094.8021.8786.52N1085.50201.91-19.841714.021696.161731.871593.401652.921652.921593.401731.87V-21.04-6.2910.33-36.79-21.49-46.08-18.46-49.45-49.45-18.46-46.08柱底M31.7311.29-14.8865.9952.6079.3838.5983.2383.2338.5979.38N1110.88201.91-19.841741.011729.151764.871626.391685.911685.911626.391764.87V-21.04-6.2910.33-3