1#综合楼大震弹性计算书-SATWE

CABR-PKPM--目录TOC\o"1-4"\h\z\u一.设计依据信息 3二.计算软件信息 3三.项目基本信息 3四.指标汇总信息 3五.超筋超限信息汇总 4六.结构模型概况 341.系统总信息 342.楼层信息 393.各层等效尺寸 404.层塔属性 40七.工况和组合 411.工况设定 412.工况信息 413.构件内力基本组合系数 41八.质量信息 421.结构质量分布 422.各层刚心、偏心率信息 43九.荷载信息 431.风荷载信息 43十.立面规则性 451.楼层侧向剪切刚度 452.楼层侧向剪弯刚度 463.[楼层剪力/层间位移]刚度 484.各楼层受剪承载力 495.楼层薄弱层调整系数 50十一.抗震分析及调整 501.结构周期及振型方向 502.各地震方向参与振型的有效质量系数 513.地震作用下结构剪重比及其调整 524.偶然偏心信息 54十二.结构体系指标及二道防线调整 541.竖向构件倾覆力矩及百分比(抗规方式) 542.竖向构件倾覆力矩及百分比(力学方式) 553.竖向构件地震剪力及百分比 57十三.变形验算 581.普通结构楼层位移指标统计 582.大震下弹塑性层间位移角 642.大震下弹塑性层间位移角 65十四.结构顶点风振加速度 65十五.抗倾覆和稳定验算 651.抗倾覆验算 652.整体稳定刚重比验算 653.二阶效应系数及内力放大 65

一.设计依据信息本工程按照如下规范、规程进行设计:1.《混凝土结构设计规范》(GB50010-2010)(2015年版)2.《钢结构设计标准》(GB50017-2017)3.《建筑抗震设计规范》(GB50011-2010)(2016年版)4.《建筑结构荷载规范》(GB50009-2012)5.《人民防空地下室设计规范》(GB50038-2005)6.《高层建筑混凝土结构技术规程》(JGJ3-2010)7.《混凝土异形柱结构技术规程》(JGJ149-2017)8.《钢板剪力墙技术规程》(JGJ/T380-2015)9.《门式刚架轻型房屋钢结构技术规范》(GB51022-2015)10.《建筑结构可靠性设计统一标准》(GB50068-2018)11.《钢管混凝土结构设计与施工规程》(CECS28-2012)12.《组合结构设计规范》(JGJ138-2016)13.《高层民用建筑钢结构技术规程》(JGJ99-2015)14.《工程结构通用规范》(GB55001-2021)15.《建筑与市政工程抗震通用规范》(GB55002-2021)16.《钢结构通用规范》(GB55006-2021)17.《混凝土结构通用规范》(GB55008-2021)二.计算软件信息本工程计算软件为中国建筑科学研究院北京构力科技有限公司的SATWE2021V2.1.2版。计算日期为2024年4月23日16时1分56秒。三.项目基本信息表3-1项目基本信息表类型计算值类型计算值建设地点建筑功能建筑面积（m^2）设计工作年限结构高度（m）24.600嵌固端层号(层底嵌固)1地上/地下层数6/0结构体系框架结构地面粗糙度B基本风压（kN/m^2）0.40抗震设防类别乙类地震分组第一组地震设防烈度6（0.05g）场地类别II类场地特征周期（s）0.40最大地震影响系数0.3920结构阻尼比（%）5.00抗震等级框架3三级结构重要性系数1.10底部加强区层号1-2约束边缘构件范围1-3四.指标汇总信息表4-1指标汇总计算结果计算值规范(规程)限值判别备注结构总质量(t)11267.83质量比2.47<1.5不满足楼层剪力/层间位移刚度比与相邻上一层侧向刚度的0.7倍或相邻上三层平均值的0.8的比值X1.00>=1.00满足6层1塔Y1.00满足6层1塔楼层抗剪承载力与相邻上一层比值的最小值X0.93>=0.80满足4层1塔Y1.00满足6层1塔结构自振周期(s)T11.2271(Y)T3/T1<=0.90满足T21.1490(X)T31.0306(T)有效质量系数X97.66%>90%满足Y99.14%>90%满足地震底部剪重比调整前X18.33%>=7.84%满足1层1塔Y16.83%>=7.84%满足1层1塔水平力作用下的楼层层间最大位移与层高之比(Δu/h)地震X1/196<1/550不满足2层1塔Y1/156<1/550不满足2层1塔风荷载X1/10193<1/550满足1层1塔Y1/2173<1/550满足6层1塔地震力作用下(偶然偏心)塔楼扭转参数最大位移/平均位移X1.03<1.50满足1层1塔Y1.50满足1层1塔最大层间位移/层间平均位移X1.11<1.50满足6层1塔Y1.50满足1层1塔结构刚重比X28.27>10满足不考虑重力二阶效应Y25.66满足五.超筋超限信息汇总表5-1第1层构件类型构件号超限内容梁4类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁5类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁5类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁6类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁7类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁7类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁8类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁8类型:5相对受压区高度超限,(10)X/Ho=0.5176>0.35梁8类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁8类型:3剪压比超限,I截面(80)V=1051.>Fv=0.24*fc*B*Ho=716.梁8类型:3剪压比超限,1截面(80)V=1040.>Fv=0.24*fc*B*Ho=716.梁8类型:3剪压比超限,2截面(80)V=1029.>Fv=0.24*fc*B*Ho=716.梁8类型:3剪压比超限,3截面(80)V=1016.>Fv=0.24*fc*B*Ho=716.梁8类型:3剪压比超限,4截面(76)V=-1004.>Fv=0.24*fc*B*Ho=716.梁8类型:3剪压比超限,5截面(76)V=-1017.>Fv=0.24*fc*B*Ho=716.梁8类型:3剪压比超限,6截面(76)V=-1030.>Fv=0.24*fc*B*Ho=716.梁8类型:3剪压比超限,7截面(76)V=-1042.>Fv=0.24*fc*B*Ho=716.梁8类型:3剪压比超限,J截面(76)V=-1052.>Fv=0.24*fc*B*Ho=716.梁8类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁8类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁8类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁8类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁8类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁8类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁9类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁10类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁10类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁11类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁11类型:5相对受压区高度超限,(10)X/Ho=0.5176>0.35梁11类型:5相对受压区高度超限,(18)X/Ho=0.4809>0.35梁11类型:3剪压比超限,I截面(80)V=1086.>Fv=0.24*fc*B*Ho=716.梁11类型:3剪压比超限,1截面(80)V=1076.>Fv=0.24*fc*B*Ho=716.梁11类型:3剪压比超限,2截面(80)V=1064.>Fv=0.24*fc*B*Ho=716.梁11类型:3剪压比超限,3截面(80)V=1051.>Fv=0.24*fc*B*Ho=716.梁11类型:3剪压比超限,4截面(80)V=1037.>Fv=0.24*fc*B*Ho=716.梁11类型:3剪压比超限,5截面(80)V=1023.>Fv=0.24*fc*B*Ho=716.梁11类型:3剪压比超限,6截面(76)V=-1033.>Fv=0.24*fc*B*Ho=716.梁11类型:3剪压比超限,7截面(76)V=-1045.>Fv=0.24*fc*B*Ho=716.梁11类型:3剪压比超限,J截面(76)V=-1055.>Fv=0.24*fc*B*Ho=716.梁11类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁11类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁11类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁11类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁11类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁11类型:2主筋超筋,(17)Rs=500.00>Rsmax=4.00梁11类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁12类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁13类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁13类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁14类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁15类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁15类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁16类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁17类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁17类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁18类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁19类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁19类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁20类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁21类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁21类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁21类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁21类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁21类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁25类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁25类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁27类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁27类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁27类型:2主筋超筋,(3)Rs=500.00>Rsmax=4.00梁28类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁28类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁28类型:2主筋超筋,(3)Rs=500.00>Rsmax=4.00梁28类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁28类型:2主筋超筋,(11)Rs=500.00>Rsmax=4.00梁28类型:2主筋超筋,(12)Rs=500.00>Rsmax=4.00梁30类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁30类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁30类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁30类型:2主筋超筋,(11)Rs=500.00>Rsmax=4.00梁32类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁32类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁32类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁34类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁34类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁34类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁36类型:3剪压比超限,I截面(92)V=779.>Fv=0.24*fc*B*Ho=775.梁36类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁36类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁36类型:2主筋超筋,(3)Rs=500.00>Rsmax=4.00梁36类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁36类型:2主筋超筋,(11)Rs=500.00>Rsmax=4.00梁36类型:2主筋超筋,(12)Rs=500.00>Rsmax=4.00梁38类型:3剪压比超限,I截面(90)V=815.>Fv=0.24*fc*B*Ho=775.梁38类型:3剪压比超限,1截面(90)V=798.>Fv=0.24*fc*B*Ho=775.梁38类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁38类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁38类型:2主筋超筋,(3)Rs=500.00>Rsmax=4.00梁38类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁38类型:2主筋超筋,(11)Rs=500.00>Rsmax=4.00梁38类型:2主筋超筋,(12)Rs=500.00>Rsmax=4.00梁40类型:3剪压比超限,I截面(92)V=839.>Fv=0.24*fc*B*Ho=775.梁40类型:3剪压比超限,1截面(92)V=821.>Fv=0.24*fc*B*Ho=775.梁40类型:3剪压比超限,2截面(92)V=796.>Fv=0.24*fc*B*Ho=775.梁40类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁40类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁40类型:2主筋超筋,(3)Rs=500.00>Rsmax=4.00梁40类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁40类型:2主筋超筋,(11)Rs=500.00>Rsmax=4.00梁40类型:2主筋超筋,(12)Rs=500.00>Rsmax=4.00梁40类型:2主筋超筋,(13)Rs=500.00>Rsmax=4.00梁42类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁42类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁42类型:2主筋超筋,(3)Rs=500.00>Rsmax=4.00梁42类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁42类型:2主筋超筋,(11)Rs=500.00>Rsmax=4.00梁42类型:2主筋超筋,(12)Rs=500.00>Rsmax=4.00梁103类型:1主筋超筋,(9)Rs=2.79>Rsmax=2.75梁106类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁106类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁108类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁108类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁108类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁109类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁109类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁109类型:2主筋超筋,(7)Rs=500.00>Rsmax=4.00梁109类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁109类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁109类型:2主筋超筋,(17)Rs=500.00>Rsmax=4.00梁109类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁111类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁111类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁111类型:3剪压比超限,I截面(88)V=-824.>Fv=0.24*fc*B*Ho=775.梁111类型:3剪压比超限,1截面(88)V=-826.>Fv=0.24*fc*B*Ho=775.梁111类型:3剪压比超限,2截面(88)V=-830.>Fv=0.24*fc*B*Ho=775.梁111类型:3剪压比超限,3截面(88)V=-834.>Fv=0.24*fc*B*Ho=775.梁111类型:3剪压比超限,4截面(88)V=-840.>Fv=0.24*fc*B*Ho=775.梁111类型:3剪压比超限,5截面(88)V=-846.>Fv=0.24*fc*B*Ho=775.梁111类型:3剪压比超限,6截面(88)V=-851.>Fv=0.24*fc*B*Ho=775.梁111类型:3剪压比超限,7截面(88)V=-855.>Fv=0.24*fc*B*Ho=775.梁111类型:3剪压比超限,J截面(88)V=-857.>Fv=0.24*fc*B*Ho=775.梁111类型:2主筋超筋,(6)Rs=500.00>Rsmax=4.00梁111类型:2主筋超筋,(7)Rs=500.00>Rsmax=4.00梁111类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁111类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁111类型:2主筋超筋,(16)Rs=500.00>Rsmax=4.00梁111类型:2主筋超筋,(17)Rs=500.00>Rsmax=4.00梁111类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁113类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁113类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁113类型:3剪压比超限,I截面(88)V=-849.>Fv=0.24*fc*B*Ho=775.梁113类型:3剪压比超限,1截面(88)V=-852.>Fv=0.24*fc*B*Ho=775.梁113类型:3剪压比超限,2截面(88)V=-855.>Fv=0.24*fc*B*Ho=775.梁113类型:3剪压比超限,3截面(88)V=-860.>Fv=0.24*fc*B*Ho=775.梁113类型:3剪压比超限,4截面(88)V=-866.>Fv=0.24*fc*B*Ho=775.梁113类型:3剪压比超限,5截面(88)V=-872.>Fv=0.24*fc*B*Ho=775.梁113类型:3剪压比超限,6截面(88)V=-877.>Fv=0.24*fc*B*Ho=775.梁113类型:3剪压比超限,7截面(88)V=-880.>Fv=0.24*fc*B*Ho=775.梁113类型:3剪压比超限,J截面(88)V=-883.>Fv=0.24*fc*B*Ho=775.梁113类型:2主筋超筋,(6)Rs=500.00>Rsmax=4.00梁113类型:2主筋超筋,(7)Rs=500.00>Rsmax=4.00梁113类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁113类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁113类型:2主筋超筋,(16)Rs=500.00>Rsmax=4.00梁113类型:2主筋超筋,(17)Rs=500.00>Rsmax=4.00梁113类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁116类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁116类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁116类型:3剪压比超限,I截面(88)V=-824.>Fv=0.24*fc*B*Ho=775.梁116类型:3剪压比超限,1截面(88)V=-831.>Fv=0.24*fc*B*Ho=775.梁116类型:3剪压比超限,2截面(88)V=-840.>Fv=0.24*fc*B*Ho=775.梁116类型:3剪压比超限,3截面(88)V=-851.>Fv=0.24*fc*B*Ho=775.梁116类型:3剪压比超限,4截面(88)V=-862.>Fv=0.24*fc*B*Ho=775.梁116类型:3剪压比超限,5截面(88)V=-873.>Fv=0.24*fc*B*Ho=775.梁116类型:3剪压比超限,6截面(88)V=-883.>Fv=0.24*fc*B*Ho=775.梁116类型:3剪压比超限,7截面(88)V=-892.>Fv=0.24*fc*B*Ho=775.梁116类型:3剪压比超限,J截面(88)V=-899.>Fv=0.24*fc*B*Ho=775.梁116类型:2主筋超筋,(7)Rs=500.00>Rsmax=4.00梁116类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁116类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁116类型:2主筋超筋,(16)Rs=500.00>Rsmax=4.00梁116类型:2主筋超筋,(17)Rs=500.00>Rsmax=4.00梁116类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁120类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁120类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁120类型:3剪压比超限,I截面(88)V=-891.>Fv=0.24*fc*B*Ho=775.梁120类型:3剪压比超限,1截面(88)V=-898.>Fv=0.24*fc*B*Ho=775.梁120类型:3剪压比超限,2截面(88)V=-907.>Fv=0.24*fc*B*Ho=775.梁120类型:3剪压比超限,3截面(88)V=-917.>Fv=0.24*fc*B*Ho=775.梁120类型:3剪压比超限,4截面(88)V=-928.>Fv=0.24*fc*B*Ho=775.梁120类型:3剪压比超限,5截面(88)V=-939.>Fv=0.24*fc*B*Ho=775.梁120类型:3剪压比超限,6截面(88)V=-949.>Fv=0.24*fc*B*Ho=775.梁120类型:3剪压比超限,7截面(88)V=-958.>Fv=0.24*fc*B*Ho=775.梁120类型:3剪压比超限,J截面(88)V=-965.>Fv=0.24*fc*B*Ho=775.梁120类型:2主筋超筋,(7)Rs=500.00>Rsmax=4.00梁120类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁120类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁120类型:2主筋超筋,(17)Rs=500.00>Rsmax=4.00梁120类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁124类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁124类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁124类型:2主筋超筋,(7)Rs=500.00>Rsmax=4.00梁124类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁124类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁124类型:2主筋超筋,(17)Rs=500.00>Rsmax=4.00梁124类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁128类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁128类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁129类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁129类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁129类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁130类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁130类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁131类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁131类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁132类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁132类型:5相对受压区高度超限,(10)X/Ho=0.5176>0.35梁132类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁132类型:3剪压比超限,I截面(80)V=878.>Fv=0.24*fc*B*Ho=657.梁132类型:3剪压比超限,1截面(80)V=874.>Fv=0.24*fc*B*Ho=657.梁132类型:3剪压比超限,2截面(80)V=868.>Fv=0.24*fc*B*Ho=657.梁132类型:3剪压比超限,3截面(80)V=859.>Fv=0.24*fc*B*Ho=657.梁132类型:3剪压比超限,4截面(80)V=848.>Fv=0.24*fc*B*Ho=657.梁132类型:3剪压比超限,5截面(80)V=840.>Fv=0.24*fc*B*Ho=657.梁132类型:3剪压比超限,6截面(80)V=833.>Fv=0.24*fc*B*Ho=657.梁132类型:3剪压比超限,7截面(80)V=827.>Fv=0.24*fc*B*Ho=657.梁132类型:3剪压比超限,J截面(80)V=824.>Fv=0.24*fc*B*Ho=657.梁132类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁132类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁132类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁132类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁132类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁133类型:3剪压比超限,I截面(80)V=894.>Fv=0.24*fc*B*Ho=893.梁133类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁134类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁134类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁135类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁135类型:5相对受压区高度超限,(10)X/Ho=0.5176>0.35梁135类型:5相对受压区高度超限,(18)X/Ho=0.5071>0.35梁135类型:3剪压比超限,I截面(80)V=840.>Fv=0.24*fc*B*Ho=657.梁135类型:3剪压比超限,1截面(80)V=835.>Fv=0.24*fc*B*Ho=657.梁135类型:3剪压比超限,2截面(80)V=829.>Fv=0.24*fc*B*Ho=657.梁135类型:3剪压比超限,3截面(80)V=821.>Fv=0.24*fc*B*Ho=657.梁135类型:3剪压比超限,4截面(76)V=-826.>Fv=0.24*fc*B*Ho=657.梁135类型:3剪压比超限,5截面(76)V=-834.>Fv=0.24*fc*B*Ho=657.梁135类型:3剪压比超限,6截面(76)V=-842.>Fv=0.24*fc*B*Ho=657.梁135类型:3剪压比超限,7截面(76)V=-849.>Fv=0.24*fc*B*Ho=657.梁135类型:3剪压比超限,J截面(76)V=-854.>Fv=0.24*fc*B*Ho=657.梁135类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁135类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁135类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁135类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁135类型:2主筋超筋,(17)Rs=500.00>Rsmax=4.00梁135类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁136类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁137类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁137类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁138类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁139类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁139类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁140类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁140类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁143类型:1主筋超筋,(1)Rs=2.87>Rsmax=2.75梁146类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁146类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁147类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁147类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁147类型:2主筋超筋,(3)Rs=500.00>Rsmax=4.00梁150类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁150类型:2主筋超筋,(6)Rs=500.00>Rsmax=4.00梁150类型:2主筋超筋,(7)Rs=500.00>Rsmax=4.00梁150类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁150类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁152类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁152类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁152类型:2主筋超筋,(3)Rs=500.00>Rsmax=4.00梁156类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁156类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁166类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁166类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁166类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁168类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁168类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁168类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁170类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁170类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁170类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁171类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁171类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁171类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁171类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁171类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁174类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁174类型:5相对受压区高度超限,(10)X/Ho=0.5176>0.35梁174类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁174类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁174类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁174类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁174类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁174类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁174类型:2主筋超筋,(11)Rs=500.00>Rsmax=4.00梁174类型:2主筋超筋,(17)Rs=500.00>Rsmax=4.00梁174类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁176类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁176类型:5相对受压区高度超限,(10)X/Ho=0.5176>0.35梁176类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁176类型:3剪压比超限,I截面(92)V=951.>Fv=0.24*fc*B*Ho=834.梁176类型:3剪压比超限,1截面(92)V=929.>Fv=0.24*fc*B*Ho=834.梁176类型:3剪压比超限,2截面(92)V=901.>Fv=0.24*fc*B*Ho=834.梁176类型:3剪压比超限,3截面(92)V=870.>Fv=0.24*fc*B*Ho=834.梁176类型:3剪压比超限,4截面(92)V=838.>Fv=0.24*fc*B*Ho=834.梁176类型:3剪压比超限,5截面(88)V=-863.>Fv=0.24*fc*B*Ho=834.梁176类型:3剪压比超限,6截面(88)V=-895.>Fv=0.24*fc*B*Ho=834.梁176类型:3剪压比超限,7截面(88)V=-922.>Fv=0.24*fc*B*Ho=834.梁176类型:3剪压比超限,J截面(88)V=-944.>Fv=0.24*fc*B*Ho=834.梁176类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁176类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁176类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁176类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁176类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁176类型:2主筋超筋,(11)Rs=500.00>Rsmax=4.00梁176类型:2主筋超筋,(17)Rs=500.00>Rsmax=4.00梁176类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁186类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁186类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁186类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁189类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁189类型:2主筋超筋,(7)Rs=500.00>Rsmax=4.00梁189类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁189类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁190类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁190类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁190类型:2主筋超筋,(3)Rs=500.00>Rsmax=4.00梁190类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁190类型:2主筋超筋,(11)Rs=500.00>Rsmax=4.00梁190类型:2主筋超筋,(12)Rs=500.00>Rsmax=4.00梁191类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁191类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁191类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁192类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁192类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁193类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁193类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁194类型:5相对受压区高度超限,(9)X/Ho=0.4938>0.35梁194类型:5相对受压区高度超限,(10)X/Ho=0.4938>0.35梁194类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁194类型:3剪压比超限,I截面(86)V=963.>Fv=0.24*fc*B*Ho=657.梁194类型:3剪压比超限,1截面(86)V=959.>Fv=0.24*fc*B*Ho=657.梁194类型:3剪压比超限,2截面(86)V=953.>Fv=0.24*fc*B*Ho=657.梁194类型:3剪压比超限,3截面(86)V=944.>Fv=0.24*fc*B*Ho=657.梁194类型:3剪压比超限,4截面(86)V=933.>Fv=0.24*fc*B*Ho=657.梁194类型:3剪压比超限,5截面(86)V=925.>Fv=0.24*fc*B*Ho=657.梁194类型:3剪压比超限,6截面(86)V=917.>Fv=0.24*fc*B*Ho=657.梁194类型:3剪压比超限,7截面(86)V=912.>Fv=0.24*fc*B*Ho=657.梁194类型:3剪压比超限,J截面(86)V=908.>Fv=0.24*fc*B*Ho=657.梁194类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁194类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁194类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁194类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁194类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁194类型:2主筋超筋,(17)Rs=500.00>Rsmax=4.00梁194类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁195类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁196类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁196类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁196类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁198类型:3剪压比超限,I截面(86)V=841.>Fv=0.24*fc*B*Ho=657.梁198类型:3剪压比超限,1截面(86)V=836.>Fv=0.24*fc*B*Ho=657.梁198类型:3剪压比超限,2截面(86)V=830.>Fv=0.24*fc*B*Ho=657.梁198类型:3剪压比超限,3截面(86)V=824.>Fv=0.24*fc*B*Ho=657.梁198类型:3剪压比超限,4截面(86)V=817.>Fv=0.24*fc*B*Ho=657.梁198类型:3剪压比超限,5截面(86)V=809.>Fv=0.24*fc*B*Ho=657.梁198类型:3剪压比超限,6截面(86)V=801.>Fv=0.24*fc*B*Ho=657.梁198类型:3剪压比超限,7截面(86)V=794.>Fv=0.24*fc*B*Ho=657.梁198类型:3剪压比超限,J截面(86)V=787.>Fv=0.24*fc*B*Ho=657.梁198类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁198类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁198类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁198类型:2主筋超筋,(11)Rs=500.00>Rsmax=4.00梁199类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁199类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁199类型:3剪压比超限,I截面(82)V=-783.>Fv=0.24*fc*B*Ho=657.梁199类型:3剪压比超限,1截面(82)V=-790.>Fv=0.24*fc*B*Ho=657.梁199类型:3剪压比超限,2截面(82)V=-797.>Fv=0.24*fc*B*Ho=657.梁199类型:3剪压比超限,3截面(82)V=-804.>Fv=0.24*fc*B*Ho=657.梁199类型:3剪压比超限,4截面(82)V=-811.>Fv=0.24*fc*B*Ho=657.梁199类型:3剪压比超限,5截面(82)V=-817.>Fv=0.24*fc*B*Ho=657.梁199类型:3剪压比超限,6截面(82)V=-823.>Fv=0.24*fc*B*Ho=657.梁199类型:3剪压比超限,7截面(82)V=-829.>Fv=0.24*fc*B*Ho=657.梁199类型:3剪压比超限,J截面(82)V=-834.>Fv=0.24*fc*B*Ho=657.梁199类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁199类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁199类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁200类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁201类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁201类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁202类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁203类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁203类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁203类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁204类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁204类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁205类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁205类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁205类型:2主筋超筋,(7)Rs=500.00>Rsmax=4.00梁205类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁205类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁205类型:2主筋超筋,(16)Rs=500.00>Rsmax=4.00梁205类型:2主筋超筋,(17)Rs=500.00>Rsmax=4.00梁205类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁211类型:1主筋超筋,(1)Rs=2.81>Rsmax=2.75梁213类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁214类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁214类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁214类型:2主筋超筋,(3)Rs=500.00>Rsmax=4.00梁214类型:1主筋超筋,(10)Rs=2.79>Rsmax=2.75梁215类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁215类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁215类型:2主筋超筋,(3)Rs=500.00>Rsmax=4.00梁215类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁215类型:2主筋超筋,(11)Rs=500.00>Rsmax=4.00梁217类型:3剪压比超限,I截面(92)V=837.>Fv=0.24*fc*B*Ho=775.梁217类型:3剪压比超限,1截面(92)V=835.>Fv=0.24*fc*B*Ho=775.梁217类型:3剪压比超限,2截面(92)V=831.>Fv=0.24*fc*B*Ho=775.梁217类型:3剪压比超限,3截面(92)V=826.>Fv=0.24*fc*B*Ho=775.梁217类型:3剪压比超限,4截面(92)V=820.>Fv=0.24*fc*B*Ho=775.梁217类型:3剪压比超限,5截面(92)V=814.>Fv=0.24*fc*B*Ho=775.梁217类型:3剪压比超限,6截面(92)V=810.>Fv=0.24*fc*B*Ho=775.梁217类型:3剪压比超限,7截面(92)V=806.>Fv=0.24*fc*B*Ho=775.梁217类型:3剪压比超限,J截面(92)V=803.>Fv=0.24*fc*B*Ho=775.梁217类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁217类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁217类型:2主筋超筋,(3)Rs=500.00>Rsmax=4.00梁217类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁217类型:2主筋超筋,(11)Rs=500.00>Rsmax=4.00梁217类型:2主筋超筋,(12)Rs=500.00>Rsmax=4.00梁219类型:3剪压比超限,I截面(92)V=897.>Fv=0.24*fc*B*Ho=775.梁219类型:3剪压比超限,1截面(92)V=895.>Fv=0.24*fc*B*Ho=775.梁219类型:3剪压比超限,2截面(92)V=891.>Fv=0.24*fc*B*Ho=775.梁219类型:3剪压比超限,3截面(92)V=886.>Fv=0.24*fc*B*Ho=775.梁219类型:3剪压比超限,4截面(92)V=880.>Fv=0.24*fc*B*Ho=775.梁219类型:3剪压比超限,5截面(92)V=875.>Fv=0.24*fc*B*Ho=775.梁219类型:3剪压比超限,6截面(92)V=870.>Fv=0.24*fc*B*Ho=775.梁219类型:3剪压比超限,7截面(92)V=866.>Fv=0.24*fc*B*Ho=775.梁219类型:3剪压比超限,J截面(92)V=864.>Fv=0.24*fc*B*Ho=775.梁219类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁219类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁219类型:2主筋超筋,(3)Rs=500.00>Rsmax=4.00梁219类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁219类型:2主筋超筋,(11)Rs=500.00>Rsmax=4.00梁219类型:2主筋超筋,(12)Rs=500.00>Rsmax=4.00梁221类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁221类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁221类型:2主筋超筋,(3)Rs=500.00>Rsmax=4.00梁221类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁221类型:2主筋超筋,(11)Rs=500.00>Rsmax=4.00梁249类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁249类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁251类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁251类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁251类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁251类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁251类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁253类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁253类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁253类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁253类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁253类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁254类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁254类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁254类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁254类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁254类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁256类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁256类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁256类型:3剪压比超限,J截面(87)V=-790.>Fv=0.24*fc*B*Ho=775.梁256类型:2主筋超筋,(7)Rs=500.00>Rsmax=4.00梁256类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁256类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁256类型:2主筋超筋,(16)Rs=500.00>Rsmax=4.00梁256类型:2主筋超筋,(17)Rs=500.00>Rsmax=4.00梁256类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁258类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁258类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁258类型:3剪压比超限,7截面(88)V=-799.>Fv=0.24*fc*B*Ho=775.梁258类型:3剪压比超限,J截面(88)V=-816.>Fv=0.24*fc*B*Ho=775.梁258类型:2主筋超筋,(7)Rs=500.00>Rsmax=4.00梁258类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁258类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁258类型:2主筋超筋,(15)Rs=500.00>Rsmax=4.00梁258类型:2主筋超筋,(16)Rs=500.00>Rsmax=4.00梁258类型:2主筋超筋,(17)Rs=500.00>Rsmax=4.00梁258类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁260类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁260类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁260类型:2主筋超筋,(7)Rs=500.00>Rsmax=4.00梁260类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁260类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁260类型:2主筋超筋,(16)Rs=500.00>Rsmax=4.00梁260类型:2主筋超筋,(17)Rs=500.00>Rsmax=4.00梁260类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁261类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁261类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁262类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁262类型:5相对受压区高度超限,(18)X/Ho=0.5176>0.35梁262类型:2主筋超筋,(7)Rs=500.00>Rsmax=4.00梁262类型:2主筋超筋,(8)Rs=500.00>Rsmax=4.00梁262类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁262类型:2主筋超筋,(16)Rs=500.00>Rsmax=4.00梁262类型:2主筋超筋,(17)Rs=500.00>Rsmax=4.00梁262类型:1主筋超筋,(18)Rs=500.00>Rsmax=2.75梁264类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁264类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁265类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁265类型:2主筋超筋,(2)Rs=500.00>Rsmax=4.00梁265类型:1主筋超筋,(10)Rs=500.00>Rsmax=2.75梁266类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁266类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁267类型:1主筋超筋,(1)Rs=500.00>Rsmax=2.75梁268类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁268类型:1主筋超筋,(9)Rs=500.00>Rsmax=2.75梁269类型:5相对受压区高度超限,(9)X/Ho=0.5176>0.35梁269类型:5相对受压区高度超限,(10)X/Ho=0.5176>0.35梁269类型:5相对受压区高度超限,(18)X/Ho=0.4814>0.35梁269类型:3剪压比超限,I截面(86)V=1074.>Fv=0.24*fc*B*Ho=716.梁269类型:3剪压比超限,1截面(86)V=1064.>Fv=0.24*fc*B*Ho=716.梁269类型:3剪压比超限,2截面(86)V=1053.>Fv=0.24*fc*B*Ho=716.梁269类型:3剪压比超限,3截面(86)V=1040.>Fv=0.24*fc*B*Ho=716.梁269类型:3剪压比超限,4截面(86)V=1026.>Fv=0.24*fc*B*Ho=716.梁269类型:3剪压比超限,5截面(82)V=-1037.>Fv=0.24*fc*B*Ho=716.梁269类型:3剪压比超限,6截面(82)V=-1050.>Fv=0.24*fc*B*Ho=716.梁269类型:3剪压比