一区地下车库计算书

'WMASS.OUT///////////////////////////////////////////////////////////////////////////|公司名称:||||建筑结构的总信息||SATWE中文版||2011年8月25日11时44分||文件名:WMASS.OUT||||工程名称:设计人:||工程代号:校核人:日期:2012/4/9|///////////////////////////////////////////////////////////////////////////总信息..............................................结构材料信息:钢砼结构混凝土容重(kN/m3):Gc=25.00钢材容重(kN/m3):Gs=78.00水平力的夹角(Rad):ARF=0.00地下室层数:MBASE=1竖向荷载计算信息:按模拟施工1加荷计算风荷载计算信息:计算X,Y两个方向的风荷载地震力计算信息:计算X,Y两个方向的地震力“规定水平力”计算方法:楼层剪力差方法(规范方法)特殊荷载计算信息:不计算结构类别:框架结构裙房层数:MANNEX=0转换层所在层号：MCHANGE=0嵌固端所在层号：MQIANGU=1墙元细分最大控制长度(m)DMAX=1.00墙元网格:侧向出口结点是否对全楼强制采用刚性楼板假定否强制刚性楼板假定是否保留板面外刚度是采用的楼层刚度算法层间剪力比层间位移算法结构所在地区全国风荷载信息..........................................修正后的基本风压(kN/m2):WO=0.55风荷载作用下舒适度验算风压:WOC=0.55地面粗糙程度:B类结构X向基本周期（秒）:T1=0.00结构Y向基本周期（秒）:T2=0.00是否考虑风振:是风荷载作用下结构的阻尼比(%):WDAMP=5.00风荷载作用下舒适度验算阻尼比(%):WDAMPC=2.00构件承载力设计时考虑横风向风振影响:否承载力设计时风荷载效应放大系数:WENL=1.00体形变化分段数:MPART=1各段最高层号:NSTi=1各段体形系数:USi=1.30地震信息............................................振型组合方法(CQC耦联;SRSS非耦联)CQC计算振型数:NMODE=1地震烈度:NAF=8.00场地类别:KD=III设计地震分组:一组特征周期TG=0.45地震影响系数最大值Rmax1=0.16用于12层以下规则砼框架结构薄弱层验算的地震影响系数最大值Rmax2=0.90框架的抗震等级:NF=3剪力墙的抗震等级:NW=3钢框架的抗震等级:NS=3抗震构造措施的抗震等级:NGZDJ=不改变活荷重力荷载代表值组合系数:RMC=0.50周期折减系数:TC=1.00结构的阻尼比(%):DAMP=5.00中震(或大震)设计:MID=不考虑是否考虑偶然偏心:否是否考虑双向地震扭转效应:否斜交抗侧力构件方向的附加地震数=0活荷载信息..........................................考虑活荷不利布置的层数不考虑柱、墙活荷载是否折减不折算第1页 WMASS.OUT传到基础的活荷载是否折减折算考虑结构使用年限的活荷载调整系数1.00------------柱，墙，基础活荷载折减系数-------------计算截面以上的层数---------------折减系数11.002---30.854---50.706---80.659---200.60>200.55调整信息........................................梁刚度放大系数是否按2010规范取值：是梁端弯矩调幅系数：BT=0.85梁活荷载内力增大系数：BM=1.00连梁刚度折减系数：BLZ=0.60梁扭矩折减系数：TB=0.40全楼地震力放大系数：RSF=1.000.2Vo调整分段数：VSEG=00.2Vo调整上限：KQ_L=2.00框支柱调整上限：KZZ_L=5.00顶塔楼内力放大起算层号：NTL=0顶塔楼内力放大：RTL=1.00框支剪力墙结构底部加强区剪力墙抗震等级自动提高一级:是实配钢筋超配系数CPCOEF91=1.15是否按抗震规范5.2.5调整楼层地震力IAUTO525=1弱轴方向的动位移比例因子XI1=0.00强轴方向的动位移比例因子XI2=0.00是否调整与框支柱相连的梁内力IREGU_KZZB=0强制指定的薄弱层个数NWEAK=0薄弱层地震内力放大系数WEAKCOEF=1.25强制指定的加强层个数NSTREN=0配筋信息........................................梁箍筋强度(N/mm2):JB=360柱箍筋强度(N/mm2):JC=360墙分布筋强度(N/mm2):JWH=360边缘构件箍筋强度(N/mm2):JWB=360梁箍筋最大间距(mm):SB=100.00柱箍筋最大间距(mm):SC=100.00墙水平分布筋最大间距(mm):SWH=200.00墙竖向分布筋最小配筋率(%):RWV=0.30结构底部单独指定墙竖向分布筋配筋率的层数:NSW=0结构底部NSW层的墙竖向分布配筋率:RWV1=0.60设计信息........................................结构重要性系数:RWO=1.00柱计算长度计算原则:有侧移梁柱重叠部分简化:不作为刚域是否考虑P-Delt效应：否柱配筋计算原则:按单偏压计算按高规或高钢规进行构件设计:否钢构件截面净毛面积比:RN=0.85梁保护层厚度(mm):BCB=20.00柱保护层厚度(mm):ACA=20.00剪力墙构造边缘构件的设计执行高规7.2.16-4:是框架梁端配筋考虑受压钢筋:是结构中的框架部分轴压比限值按纯框架结构的规定采用:否当边缘构件轴压比小于抗规6.4.5条规定的限值时一律设置构造边缘构件:是是否按混凝土规范B.0.4考虑柱二阶效应:否荷载组合信息........................................恒载分项系数:CDEAD=1.20活载分项系数:CLIVE=1.40风荷载分项系数:CWIND=1.40水平地震力分项系数:CEA_H=1.30竖向地震力分项系数:CEA_V=0.50特殊荷载分项系数:CSPY=0.00活荷载的组合值系数:CD_L=0.70风荷载的组合值系数:CD_W=0.60活荷载的重力荷载代表值系数:CEA_L=0.50地下信息..........................................土的水平抗力系数的比例系数(MN/m4):MI=50.00扣除地面以下几层的回填土约束:MMSOIL=0第2页 WMASS.OUT回填土容重(kN/m3):Gsol=20.00回填土侧压力系数:Rsol=0.50外墙分布筋保护厚度(mm):WCW=35.00室外地平标高(m):Hout=-0.60地下水位标高(m):Hwat=-3.00室外地面附加荷载(kN/m2):Qgrd=0.00剪力墙底部加强区的层和塔信息.......................层号塔号11用户指定薄弱层的层和塔信息.........................层号塔号用户指定加强层的层和塔信息.........................层号塔号约束边缘构件与过渡层的层和塔信息...................层号塔号类别11约束边缘构件层**********************************************************各层的质量、质心坐标信息**********************************************************层号塔号质心X质心Y质心Z恒载质量活载质量附加质量质量比(m)(m)(t)(t)1155.65820.9413.90040594.71342.70.01.00活载产生的总质量(t):1342.710恒载产生的总质量(t):40594.715附加总质量(t):0.000结构的总质量(t):41937.426恒载产生的总质量包括结构自重和外加恒载结构的总质量包括恒载产生的质量和活载产生的质量和附加质量活载产生的总质量和结构的总质量是活载折减后的结果(1t=1000kg)**********************************************************各层构件数量、构件材料和层高**********************************************************层号(标准层号)塔号梁元数柱元数墙元数层高累计高度(混凝土/主筋)(混凝土/主筋)(混凝土/主筋)(m)(m)1(1)1636(30/360)135(35/360)73(35/360)3.9003.900**********************************************************风荷载信息**********************************************************层号塔号风荷载X剪力X倾覆弯矩X风荷载Y剪力Y倾覆弯矩Y110.000.00.00.000.00.0===========================================================================各楼层等效尺寸(单位:m,m**2)===========================================================================层号塔号面积形心X形心Y等效宽B等效高H最大宽BMAX最小宽BMIN115348.8856.3620.86142.8242.61143.0341.89===========================================================================各楼层的单位面积质量分布(单位:kg/m**2)===========================================================================层号塔号单位面积质量g[i]质量比max(g[i]/g[i-1],g[i]/g[i+1])117840.421.00===========================================================================计算信息===========================================================================第3页 WMASS.OUT计算日期:2012.4.9开始时间:10:43:39可用内存:1953.00MB第一步:数据预处理第二步:计算每层刚度中心、自由度、质量等信息第三步:地震作用分析第四步:风及竖向荷载分析第五步:计算杆件内力结束日期:2012.4.9时间:10:43:55总用时:0:0:16===========================================================================各层刚心、偏心率、相邻层侧移刚度比等计算信息FloorNo:层号TowerNo:塔号Xstif，Ystif:刚心的X，Y坐标值Alf:层刚性主轴的方向Xmass，Ymass:质心的X，Y坐标值Gmass:总质量Eex，Eey:X，Y方向的偏心率Ratx，Raty:X，Y方向本层塔侧移刚度与下一层相应塔侧移刚度的比值Ratx1，Raty1:X，Y方向本层塔侧移刚度与上一层相应塔侧移刚度70%的比值或上三层平均侧移刚度80%的比值中之较小者RJX1，RJY1，RJZ1:结构总体坐标系中塔的侧移刚度和扭转刚度(剪切刚度)RJX3，RJY3，RJZ3:结构总体坐标系中塔的侧移刚度和扭转刚度(地震剪力与地震层间位移的比)===========================================================================FloorNo.1TowerNo.1Xstif=19.2951(m)Ystif=13.4055(m)Alf=7.9898(Degree)Xmass=55.6576(m)Ymass=20.9407(m)Gmass(活荷折减)=43280.1367(41937.4258)(t)Eex=1.1829Eey=0.1565Ratx=1.0000Raty=1.0000Ratx1=1.0000Raty1=1.0000薄弱层地震剪力放大系数=1.00RJX1=2.5316E+08(kN/m)RJY1=1.1384E+08(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=7.2242E+07(kN/m)RJY3=8.0032E+07(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------X方向最小刚度比:1.0000(第1层第1塔)Y方向最小刚度比:1.0000(第1层第1塔)============================================================================结构整体抗倾覆验算结果============================================================================抗倾覆力矩Mr倾覆力矩Mov比值Mr/Mov零应力区(%)X风荷载34240040.00.0342400384.000.00Y风荷载11526519.00.0115265192.000.00X地震33807080.07.14794518.500.00Y地震11380769.0132254.086.050.00============================================================================结构舒适性验算结果============================================================================X向顺风向顶点最大加速度(m/s2)=0.000X向横风向顶点最大加速度(m/s2)=NaNY向顺风向顶点最大加速度(m/s2)=0.000Y向横风向顶点最大加速度(m/s2)=NaN============================================================================结构整体稳定验算结果============================================================================层号X向刚度Y向刚度层高上部重量X刚重比Y刚重比10.722E+080.800E+083.90524732.536.93594.83该结构刚重比Di*Hi/Gi大于10,能够通过高规(5.4.4)的整体稳定验算该结构刚重比Di*Hi/Gi大于20,可以不考虑重力二阶效应第4页 WMASS.OUT***********************************************************************楼层抗剪承载力、及承载力比值***********************************************************************Ratio_Bu:表示本层与上一层的承载力之比----------------------------------------------------------------------层号塔号X向承载力Y向承载力Ratio_Bu:X,Y----------------------------------------------------------------------110.1681E+060.1127E+061.001.00X方向最小楼层抗剪承载力之比:1.00层号:1塔号:1Y方向最小楼层抗剪承载力之比:1.00层号:1塔号:1第5页 WDISP.OUT///////////////////////////////////////////////////////////////////////////|公司名称:||||SATWE位移输出文件||文件名称:WDISP.OUT||||工程名称:设计人:||工程代号:校核人:日期:2012/4/9|///////////////////////////////////////////////////////////////////////////所有位移的单位为毫米Floor:层号Tower:塔号Jmax:最大位移对应的节点号JmaxD:最大层间位移对应的节点号Max-(Z):节点的最大竖向位移h:层高Max-(X)，Max-(Y):X,Y方向的节点最大位移Ave-(X)，Ave-(Y):X,Y方向的层平均位移Max-Dx，Max-Dy:X,Y方向的最大层间位移Ave-Dx，Ave-Dy:X,Y方向的平均层间位移Ratio-(X),Ratio-(Y):最大位移与层平均位移的比值Ratio-Dx,Ratio-Dy:最大层间位移与平均层间位移的比值Max-Dx/h，Max-Dy/h:X,Y方向的最大层间位移角DxR/Dx,DyR/Dy:X,Y方向的有害位移角占总位移角的百分比例Ratio_AX,Ratio_AY:本层位移角与上层位移角的1.3倍及上三层平均位移角的1.2倍的比值的大者X-Disp，Y-Disp，Z-Disp:节点X,Y,Z方向的位移===工况1===X方向地震作用下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)Ratio-(X)hJmaxDMax-DxAve-DxRatio-DxMax-Dx/hDxR/DxRatio_AX116750.000.001.003900.7090.000.001.001/9999.59.0%1.00X方向最大层间位移角:1/9999.(第1层第1塔)X方向最大位移与层平均位移的比值:1.00(第1层第1塔)X方向最大层间位移与平均层间位移的比值:1.00(第1层第1塔)===工况2===Y方向地震作用下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)Ratio-(Y)hJmaxDMax-DyAve-DyRatio-DyMax-Dy/hDyR/DyRatio_AY1111380.900.451.003900.11380.900.441.001/4341.95.6%1.00Y方向最大层间位移角:1/4341.(第1层第1塔)Y方向最大位移与层平均位移的比值:1.00(第1层第1塔)Y方向最大层间位移与平均层间位移的比值:1.00(第1层第1塔)===工况3===X方向风荷载作用下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)Ratio-(X)hJmaxDMax-DxAve-DxRatio-DxMax-Dx/hDxR/DxRatio_AX115350.000.001.003900.11380.000.001.001/9999.0.0%1.00X方向最大层间位移角:1/9999.(第1层第1塔)X方向最大位移与层平均位移的比值:1.00(第1层第1塔)X方向最大层间位移与平均层间位移的比值:1.00(第1层第1塔)===工况4===Y方向风荷载作用下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)Ratio-(Y)hJmaxDMax-DyAve-DyRatio-DyMax-Dy/hDyR/DyRatio_AY115350.000.001.003900.11380.000.001.001/9999.0.0%1.00Y方向最大层间位移角:1/9999.(第1层第1塔)Y方向最大位移与层平均位移的比值:1.00(第1层第1塔)第1页 WDISP.OUTY方向最大层间位移与平均层间位移的比值:1.00(第1层第1塔)===工况5===竖向恒载作用下的楼层最大位移FloorTowerJmaxMax-(Z)11554-8.43===工况6===竖向活载作用下的楼层最大位移FloorTowerJmaxMax-(Z)11554-0.55===工况7===X方向地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)Ratio-(X)hJmaxDMax-DxAve-DxRatio-DxMax-Dx/hDxR/DxRatio_AX119250.000.001.003900.9250.000.001.001/9999.99.9%1.00X方向最大层间位移角:1/9999.(第1层第1塔)X方向最大位移与层平均位移的比值:1.00(第1层第1塔)X方向最大层间位移与平均层间位移的比值:1.00(第1层第1塔)===工况8===Y方向地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)Ratio-(Y)hJmaxDMax-DyAve-DyRatio-DyMax-Dy/hDyR/DyRatio_AY1111380.450.291.003900.11380.450.281.001/8672.99.9%1.00Y方向最大层间位移角:1/8672.(第1层第1塔)Y方向最大位移与层平均位移的比值:1.00(第1层第1塔)Y方向最大层间位移与平均层间位移的比值:1.00(第1层第1塔)第2页 WZQ.OUT======================================================================周期、地震力与振型输出文件(VSS求解器)======================================================================考虑扭转耦联时的振动周期(秒)、X,Y方向的平动系数、扭转系数振型号周期转角平动系数(X+Y)扭转系数10.147590.420.51(0.00+0.51)0.49地震作用最大的方向=-89.582(度)============================================================仅考虑X向地震作用时的地震力Floor:层号Tower:塔号F-x-x:X方向的耦联地震力在X方向的分量F-x-y:X方向的耦联地震力在Y方向的分量F-x-t:X方向的耦联地震力的扭矩振型1的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)111.81-247.61-8706.93各振型作用下X方向的基底剪力-------------------------------------------------------振型号剪力(kN)11.81各层X方向的作用力(CQC)Floor:层号Tower:塔号Fx:X向地震作用下结构的地震反应力Vx:X向地震作用下结构的楼层剪力Mx:X向地震作用下结构的弯矩StaticFx:静力法X向的地震力------------------------------------------------------------------------------------------FloorTowerFxVx(分塔剪重比)(整层剪重比)MxStaticFx(kN)(kN)(kN-m)(kN)(注意:下面分塔输出的剪重比不适合于上连多塔结构)111.811.81(0.00%)(0.00%)7.051.60抗震规范(5.2.5)条要求的X向楼层最小剪重比=3.20%X方向的有效质量系数:99.50%============================================================仅考虑Y向地震时的地震力Floor:层号Tower:塔号F-y-x:Y方向的耦联地震力在X方向的分量F-y-y:Y方向的耦联地震力在Y方向的分量F-y-t:Y方向的耦联地震力的扭矩振型1的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)11-247.6133911.291192444.25各振型作用下Y方向的基底剪力-------------------------------------------------------振型号剪力(kN)133911.29各层Y方向的作用力(CQC)第1页 WZQ.OUTFloor:层号Tower:塔号Fy:Y向地震作用下结构的地震反应力Vy:Y向地震作用下结构的楼层剪力My:Y向地震作用下结构的弯矩StaticFy:静力法Y向的地震力------------------------------------------------------------------------------------------FloorTowerFyVy(分塔剪重比)(整层剪重比)MyStaticFy(kN)(kN)(kN-m)(kN)(注意:下面分塔输出的剪重比不适合于上连多塔结构)1133911.2933911.29(8.09%)(8.09%)132254.051.60抗震规范(5.2.5)条要求的Y向楼层最小剪重比=3.20%Y方向的有效质量系数:99.50%==========各楼层地震剪力系数调整情况[抗震规范(5.2.5)验算]==========层号塔号X向调整系数Y向调整系数111.0001.000**本文件结果是在地震外力CQC下的统计结果，内力CQC统计结果见WV02Q.OUT第2页 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1.3-0.0122.608-16-1850-0-0G1.6-1.017-52-90G2.9-2.28-15-1747-0-0G1.5-0.917-48-80G2.6-1.98-15-1746-0-0G1.5-0.917-52-88G2.9-2.18-17-2051-0-0G1.7-1.117-32-44G1.7-0.883-0-074-0-081-0-048-0-017-20-1722-0-22G0.7-0.7G1.1-0.5G2.0-1.4G1.6-1.0G1.5-0.8G1.5-0.8G1.6-1.0G1.9-1.3G0.9-0.59-0-00-0-5553-0-00-0-4444-0-00-0-5455-0-00-0-012-46-4235-27-88-13-1515-14-88-14-1515-13-88-22-2832-36-10H1.5-15.0(双侧/m)90-53-17G2.9-2.180-48-17G2.6-1.988-52-17G2.9-2.144-32-17G1.7-0.8018-16-80-0-48G1.6-1.00-0-8117-15-80-0-46G1.5-0.90-0-7417-15-80-0-46G1.5-0.90-0-8020-17-80-0-51G1.7-1.10-0-48(0.22)(0.77)(0.70)(0.76)(0.50)(0.15)00.0G2.2-1.434-0-0G3.4-2.70-0-81121.3G2.8-2.085-0-0G2.6-1.80-0-72121.3G2.6-1.872-0-0G2.8-2.00-0-86121.3G3.4-2.681-0-0G2.3-1.50-0-36121.3G0.9-0.734-0-9121.317-80-110110-63-2517-46-7979-48-1717-48-7979-45-1725-61-107106-76-179-10-9H1.5-15.0(双侧/m)G1.5-1.500.0G2.3-0.0122.6G2.0-0.0122.6G2.3-0.0122.6G1.4-0.1122.6G1.3-0.0122.608-16-1948-0-0G1.6-1.017-53-90G2.9-2.18-15-1746-0-0G1.5-0.917-48-80G2.6-1.98-15-1746-0-0G1.5-0.917-52-88G2.9-2.18-17-2051-0-0G1.7-1.117-32-44G1.7-0.881-0-074-0-080-0-048-0-017-20-1722-0-22G0.7-0.7G1.1-0.5G2.0-1.4G1.6-1.0G1.5-0.8G1.5-0.8G1.6-1.0G1.9-1.3G0.9-0.59-0-00-0-5553-0-00-0-4444-0-00-0-5455-0-00-0-012-46-4235-27-88-13-1515-14-88-14-1515-13-88-22-2832-36-10H1.5-15.0(双侧/m)90-53-17G2.9-2.180-48-17G2.6-1.988-52-17G2.9-2.144-32-17G1.7-0.8019-16-80-0-49G1.6-1.00-0-8217-15-80-0-46G1.5-0.90-0-7417-15-80-0-46G1.5-0.90-0-8020-17-80-0-51G1.7-1.10-0-48(0.22)(0.77)(0.70)(0.76)(0.50)(0.16)00.0G2.2-1.534-0-0G3.4-2.70-0-81121.3G2.8-2.085-0-0G2.6-1.80-0-72121.3G2.6-1.872-0-0G2.8-2.00-0-86121.3G3.4-2.681-0-0G2.3-1.50-0-36121.3G0.9-0.734-0-9121.317-80-110111-63-2517-46-7979-48-1717-48-7979-45-1725-61-107106-76-179-10-9H1.5-15.0(双侧/m)G1.5-1.500.0G2.3-0.0122.6G2.0-0.0122.6G2.3-0.0122.6G1.4-0.1122.6G1.3-0.0122.608-16-1849-0-0G1.6-1.017-53-90G2.9-2.18-15-1746-0-0G1.5-0.917-48-80G2.6-1.98-15-1746-0-0G1.5-0.917-52-88G2.9-2.18-17-2051-0-0G1.7-1.117-32-44G1.7-0.882-0-074-0-080-0-048-0-017-20-1722-0-22G0.7-0.7G1.1-0.5G2.0-1.4G1.6-1.0G1.5-0.8G1.5-0.8G1.6-1.0G1.9-1.3G0.8-0.5本层:层高=3900(mm)梁总数=619柱总数=135支撑数=09-0-00-0-5553-0-00-0-4444-0-00-0-5455-0-00-0-0主筋强度:梁FIB=360柱FIC=360墙FIW=360混凝土强度等级:梁第1层混12-46-4235-27-88-13-1515-14-88-14-1515-13-88-22-2832-36-10H1.5-15.0(双侧/m)墙总数=73墙柱数=67墙梁数=1凝土构件配筋及钢构件应力比简018-16-8G1.6-1.090-53-170-0-82G2.9-2.117-15-8G1.5-0.980-48-170-0-74G2.6-1.917-15-8G1.5-0.988-52-170-0-81G2.9-2.120-17-8G1.7-1.144-32-170-0-48G1.7-0.80-0-490-0-460-0-460-0-51(白色墙体为短肢剪力墙)Cb=30柱Cc=35墙Cw=35(0.22)(0.77)(0.70)(0.77)(0.50)(0.15)图(单位:cm*cm)0.0G2.2-1.5G3.4-2.71.3G2.8-2.0G2.6-1.81.3G2.6-1.8G2.8-2.01.3G3.4-2.6G2.3-1.51.3G0.9-0.71.3034-0-00-0-811285-0-00-0-721272-0-00-0-861281-0-00-0-361234-0-91217-81-110111-63-2517-46-7979-48-1717-48-7979-45-1725-61-107107-76-179-10-9H1.5-15.0(双侧/m)G1.5-1.500.0G2.3-0.0122.6G2.0-0.0122.6G2.3-0.0122.6G1.4-0.1122.6G1.3-0.0122.608-17-1949-0-0G1.6-1.017-53-91G2.9-2.18-15-1746-0-0G1.5-0.917-48-80G2.6-1.88-15-1746-0-0G1.5-0.917-52-89G2.9-2.18-17-2151-0-0G1.7-1.117-32-44G1.7-0.882-0-074-0-080-0-048-0-017-20-1722-0-23G0.7-0.7G1.1-0.6G2.0-1.4G1.6-1.0G1.5-0.8G1.5-0.8G1.6-1.0G1.9-1.3G0.9-0.59-0-00-0-5554-0-00-0-4444-0-00-0-5455-0-00-0-012-46-4235-27-88-13-1515-14-88-15-1515-13-88-22-2933-38-10H1.5-15.0(双侧/m)91-53-17G2.9-2.280-48-17G2.7-1.989-52-17G2.9-2.143-31-17G1.7-0.8019-17-80-0-45G1.6-0.90-0-8217-16-80-0-45G1.5-0.90-0-7617-16-80-0-45G1.5-0.90-0-8121-18-80-0-47G1.6-1.00-0-49(0.21)(0.76)(0.70)(0.76)(0.50)(0.16)00.0G2.1-1.333-0-0G3.3-2.50-0-79121.3G2.7-2.082-0-0G2.5-1.70-0-71121.3G2.5-1.771-0-0G2.8-2.00-0-83121.3G3.2-2.579-0-0G2.2-1.40-0-36121.3G0.8-0.732-0-9121.317-77-103104-60-2417-45-7777-47-1717-47-7777-45-1724-58-100100-72-179-10-9H1.5-15.0(双侧/m)G1.4-1.400.0G2.3-0.0122.6G2.0-0.0122.6G2.3-0.0122.6G1.4-0.1122.6G1.3-0.0122.608-12-1242-0-0G1.3-0.717-50-86G2.9-2.28-12-1344-0-0G1.4-0.817-48-80G2.7-1.98-12-1344-0-0G1.4-0.817-49-84G2.9-2.18-13-1445-0-0G1.4-0.817-32-45G1.8-0.983-0-077-0-082-0-050-0-017-20-1723-0-18G0.7-0.7G0.8-0.5G1.6-1.0G1.3-0.7G1.2-0.6G1.2-0.6G1.3-0.7G1.4-0.8G0.6-0.59-0-00-0-4140-0-00-0-3535-0-00-0-4142-0-00-0-010-36-2923-21-88-11-1111-12-88-12-1110-11-88-16-1621-28-9H1.5-15.0(双侧/m)86-57-17G2.3-1.580-54-17G2.1-1.384-56-17G2.2-1.545-36-17G1.4-0.7056-63-4723-10-0G1.6-1.00-0-5050-58-4118-8-0G1.7-1.00-0-4850-58-4118-8-0G1.6-1.00-0-5058-66-4824-15-0G1.7-1.10-0-33(0.15)(0.61)(0.57)(0.61)(0.39)(0.21)(0.24)(0.25)(0.08)00.0G0.8-0.8G1.4-1.4161.5G1.0-1.0G1.0-1.0161.5G1.0-1.0G1.0-1.0161.5G1.4-1.4G0.8-0.8161.5G0.7-0.7161.5G0.7-0.7161.5G0.7-0.7G0.7-0.7161.5G0.7-0.700.030-0-00-0-3939-0-00-0-3939-0-00-0-4242-0-00-0-3020-15-1818-0-1820-0-00-0-2018-0-1830-50-6262-42-3030-27-4141-27-3030-26-4040-25-3030-38-5757-45-3018-15-1818-15-1818-19-2627-19-1818-15-18VT1-0.0H1.5-15.0(双侧/m)G0.0-0.000.0G4.5-0.8163.2G4.5-0.8163.2G4.5-0.9163.2G4.5-0.2163.2G4.5-1.0163.2G1.5-1.2163.2G1.5-1.2163.2G0.0-0.0H1.8-17.5(双侧/m)00.0012-44-35G1.0-0.512-43-35G1.0-0.512-43-35G0.9-0.513-48-43G1.1-0.512-41-31G0.9-0.400-0-018-89-130G2.8-2.00-0-018-82-115G2.5-1.70-0-018-88-126G2.7-1.90-0-018-51-62G1.6-0.717-92-109G1.7-0.818-87-116G2.2-1.40-0-018-85-113G2.2-1.355-0-048-0-052-0-032-0-017-0-035-0-036-0-0G1.2-0.6G2.2-1.6G1.6-0.9G1.5-0.9G1.5-0.9G1.6-1.0G2.0-1.3G0.9-0.5G2.0-1.4G1.6-1.0G1.5-0.9G2.0-1.410-0-00-0-5553-0-00-0-4848-0-00-0-5456-0-00-0-00-0-4844-0-00-0-3636-0-913-56-5652-36-88-15-2020-16-88-16-2121-15-88-26-3639-40-1013-30-98-19-2626-20-810-40-16H1.5-15.0(双侧/m)H1.8-17.5(双侧/m)029-26-8G2.0-1.3131-75-310-0-101G3.9-3.029-25-8G2.0-1.3116-67-280-0-93G3.5-2.729-25-8G2.0-1.3127-71-300-0-99G3.8-2.935-28-8G2.2-1.562-43-180-0-65G2.3-1.3109-88-170-0-23G2.5-1.5116-65-310-0-103G3.7-2.923-21-8G2.1-1.4113-63-310-0-101G3.7-2.800-0-570-0-600-0-600-0-660-0-70(0.26)(0.92)(0.84)(0.90)(0.63)(0.40)(0.78)(0.78)00.0G2.6-1.839-0-14G4.0-3.214-0-92121.3G3.4-2.688-0-0G3.1-2.30-0-87121.3G3.1-2.386-0-0G3.3-2.50-0-87121.3G3.7-3.089-0-0G3.0-2.20-0-60121.3G0.7-0.744-15-17121.3G1.1-0.717-0-42121.3G2.6-1.954-0-0G2.7-1.90-0-54121.3G1.3-0.844-0-1717-92-130131-74-2827-55-9999-57-1717-57-9999-55-2627-70-124124-79-1717-14-1717-19-1717-57-9393-57-1717-22-17G2.6-2.600.0G3.0-0.0122.6G2.6-0.0122.6G2.6-0.0122.6G2.0-0.4122.6G1.3-0.0122.6G2.3-0.0122.6G2.3-0.0122.6H1.5-15.0(双侧/m)H1.8-17.5(双侧/m)08-15-1555-0-0G1.7-0.930-60-107G3.5-2.68-15-1659-0-0G1.7-1.028-54-92G3.1-2.38-15-1559-0-0G1.7-1.029-59-103G3.4-2.58-16-1865-0-0G1.8-1.118-36-52G2.1-1.117-86-106G2.4-1.431-67-122104-0-0G3.8-3.08-13-1470-0-0G1.9-1.231-67-120102-0-0G3.8-2.9099-0-091-0-097-0-064-0-022-0-0G1.1-0.5G2.1-1.4G1.5-0.8G1.4-0.7G1.4-0.7G1.5-0.9G1.9-1.2G0.8-0.5G2.0-1.4G1.8-1.2G1.7-1.1G2.1-1.410-0-00-0-5252-0-00-0-4444-0-00-0-5253-0-00-0-00-0-4948-0-00-0-4140-0-912-51-5047-32-88-13-1717-15-88-15-1818-13-88-24-3336-37-1012-29-98-23-3333-25-810-39-15H1.5-15.0(双侧/m)H1.8-17.5(双侧/m)016-16-8G1.5-0.8107-66-180-0-83G3.0-2.117-18-8G1.5-0.892-59-180-0-75G2.7-1.817-17-8G1.5-0.8103-64-180-0-82G2.9-2.119-19-8G1.6-0.952-40-180-0-50G1.8-0.8106-89-170-0-17G1.8-0.9123-91-180-0-34G2.3-1.419-31-10G0.7-0.4121-90-180-0-34G2.3-1.400-0-450-0-430-0-430-0-460-0-0(0.27)(0.81)(0.73)(0.80)(0.52)(0.28)(0.23)(0.23)(0.05)0.0G2.2-1.5G3.5-2.8121.3G2.9-2.2G2.7-1.9121.3G2.7-1.9G2.9-2.2121.3G3.5-2.7G2.3-1.5121.3G0.9-0.7121.3G0.8-0.7161.5G1.5-1.2G1.5-1.2161.5G0.9-0.70.0034-0-00-0-8380-0-00-0-7575-0-00-0-8084-0-00-0-3733-8-915-0-2846-0-00-0-4628-0-19017-82-114115-64-2524-47-8383-50-1717-50-8383-47-2425-62-111110-78-179-10-99-19-914-34-5757-34-149-21-9VT1-0.1G2.2-2.200.0G2.6-0.0122.6G2.3-0.0122.6G2.3-0.0122.6G1.7-0.8122.6G1.3-0.0122.6G1.5-1.2163.2G1.5-1.2163.2G0.0-0.000.08-15-18G1.7-1.08-13-15G1.6-0.98-13-15G1.6-0.98-15-19G1.7-1.117-23-33G0.7-0.753-0-025-49-86G3.0-2.251-0-017-45-77G2.7-2.051-0-025-49-86G3.0-2.255-0-017-29-42G1.8-0.929-0-082-0-082-0-081-0-054-0-017-20-1736-0-19G0.7-0.7G0.9-0.5G2.0-1.3G1.6-1.0G1.5-0.8G1.5-0.8G1.6-1.0G1.9-1.3G0.9-0.40-0-00-0-5654-0-00-0-4444-0-00-0-5455-0-00-0-010-40-3531-24-88-13-1515-15-88-15-1515-13-88-22-2833-38-1033-23-17G0.7-0.786-51-17G2.8-2.077-47-17G2.5-1.885-51-17G2.8-2.042-31-17G1.6-0.80-0-2718-16-8G1.6-1.00-0-7915-14-8G1.5-0.80-0-7215-14-8G1.5-0.80-0-7819-16-8G1.6-1.00-0-470-0-480-0-450-0-450-0-50(0.28)(0.77)(0.69)(0.76)(0.49)(0.15)00.0G2.2-1.433-0-0G3.4-2.70-0-82121.3G2.8-2.085-0-0G2.5-1.80-0-71121.3G2.5-1.771-0-0G2.8-2.00-0-85121.3G3.4-2.681-0-0G2.2-1.50-0-36121.3G1.1-0.833-0-9121.317-81-110110-63-2517-45-7878-48-1717-48-7878-45-1725-60-106106-76-179-10-9H1.5-15.0(双侧/m)G2.1-2.100.0G2.3-0.0122.6G2.0-0.0122.6G2.3-0.0122.6G1.4-0.8122.6G1.3-0.0122.608-16-1849-0-0G1.6-1.017-54-91G2.9-2.18-16-1745-0-0G1.5-0.917-49-80G2.6-1.88-16-1745-0-0G1.5-0.917-53-89G2.9-2.18-17-2050-0-0G1.7-1.017-32-44G1.7-0.880-0-073-0-079-0-047-0-017-20-1720-0-22G0.7-0.7G1.1-0.6G2.0-1.4G1.6-1.0G1.5-0.8G1.5-0.8G1.6-1.0G1.9-1.3G0.8-0.59-0-00-0-5553-0-00-0-4444-0-00-0-5455-0-00-0-012-46-4235-27-88-13-1515-14-88-14-1515-13-88-22-2832-36-10H1.5-15.0(双侧/m)018-16-8G1.6-1.091-53-170-0-82G2.9-2.217-16-8G1.5-0.980-49-170-0-75G2.6-1.917-15-8G1.5-0.989-52-170-0-81G2.9-2.120-17-8G1.7-1.144-32-170-0-48G1.7-0.80-0-490-0-460-0-460-0-51(0.24)(0.77)(0.70)(0.77)(0.50)(0.16)00.0G2.2-1.534-0-0G3.4-2.70-0-81121.3G2.8-2.085-0-0G2.6-1.80-0-72121.3G2.6-1.872-0-0G2.8-2.10-0-86121.3G3.4-2.681-0-0G2.3-1.50-0-36121.3G1.1-0.834-0-9121.317-80-110111-63-2517-46-7979-48-1717-48-7979-45-1725-61-107107-76-179-10-9H1.5-15.0(双侧/m)G2.3-2.300.0G2.3-0.0122.6G2.0-0.0122.6G2.3-0.0122.6G1.4-0.8122.6G1.3-0.0122.608-16-1949-0-0G1.6-1.017-53-90G2.9-2.28-15-1746-0-0G1.5-0.917-48-80G2.7-1.98-15-1746-0-0G1.5-0.917-52-88G2.9-2.18-17-2051-0-0G1.7-1.117-32-44G1.7-0.882-0-075-0-081-0-049-0-017-20-1723-0-21G0.7-0.7G1.1-0.5G2.0-1.4G1.6-1.0G1.5-0.8G1.5-0.8G1.6-1.0G1.9-1.3G0.9-0.59-0-00-0-5553-0-00-0-4444-0-00-0-5455-0-00-0-012-46-4235-27-88-13-1515-14-88-14-1515-13-88-22-2832-36-10H1.5-15.0(双侧/m)019-16-8G1.6-1.090-53-170-0-81G2.9-2.117-15-8G1.5-0.980-49-170-0-74G2.6-1.817-15-8G1.5-0.988-52-170-0-80G2.9-2.120-17-8G1.7-1.144-32-170-0-47G1.7-0.80-0-480-0-460-0-460-0-51(0.24)(0.77)(0.70)(0.76)(0.50)(0.16)00.0G2.2-1.534-0-0G3.4-2.60-0-81121.3G2.8-2.085-0-0G2.6-1.80-0-72121.3G2.5-1.872-0-0G2.8-2.00-0-86121.3G3.4-2.681-0-0G2.2-1.50-0-36121.3G1.1-0.834-0-9121.317-80-109110-63-2517-45-7979-48-1717-48-7878-45-1725-60-106106-76-179-10-9H1.5-15.0(双侧/m)G2.3-2.300.0G2.3-0.0122.6G2.0-0.0122.6G2.3-0.0122.6G1.4-0.8122.6G1.3-0.0122.608-16-1848-0-0G1.6-1.017-52-89G2.9-2.18-15-1646-0-0G1.5-0.917-48-79G2.6-1.88-15-1646-0-0G1.5-0.917-52-87G2.8-2.18-17-1951-0-0G1.7-1.017-31-43G1.7-0.881-0-074-0-080-0-048-0-017-20-1721-0-24G0.7-0.7G1.1-0.5G2.0-1.4G1.6-1.0G1.5-0.8G1.5-0.8G1.6-1.0G1.9-1.3G0.9-0.59-0-00-0-5554-0-00-0-4444-0-00-0-5455-0-00-0-012-46-4235-27-88-13-1515-14-88-14-1515-13-88-22-2832-38-10H1.5-15.0(双侧/m)89-52-17G3.0-2.279-47-17G2.7-1.987-51-17G2.9-2.143-31-17G1.8-0.8018-16-80-0-50G1.6-1.00-0-8516-14-80-0-48G1.5-0.90-0-7716-14-80-0-48G1.5-0.90-0-8419-16-80-0-53G1.7-1.10-0-50(0.24)(0.79)(0.72)(0.78)(0.51)(0.17)00.0G2.3-1.535-0-0G3.5-2.70-0-82121.3G2.9-2.186-0-0G2.6-1.80-0-73121.3G2.6-1.873-0-0G2.9-2.10-0-79121.3G3.4-2.783-0-0G2.3-1.50-0-36121.3G1.1-0.834-0-9121.317-81-111112-64-2517-46-8181-49-1717-49-8080-46-2425-62-109109-78-179-10-9H1.5-15.0(双侧/m)G2.3-2.300.0G2.3-0.0122.6G2.3-0.0122.6G2.3-0.0122.6G1.7-0.8122.6G1.3-0.0122.608-17-2151-0-0G1.7-1.124-56-98G3.2-2.48-17-2048-0-0G1.6-1.017-51-86G2.9-2.18-17-2048-0-0G1.6-1.017-56-96G3.1-2.48-19-2353-0-0G1.8-1.217-35-49G2.0-1.080-0-080-0-087-0-052-0-017-23-1726-0-17G0.7-0.7G1.1-0.6G2.0-1.4G1.5-0.9G1.4-0.8G1.4-0.8G1.6-0.9G1.9-1.2G0.8-0.59-0-00-0-5351-0-00-0-4343-0-00-0-5253-0-00-0-012-46-4335-28-88-12-1414-14-88-14-1414-12-88-22-2832-36-10H1.5-15.0(双侧/m)021-19-8G1.5-0.998-63-170-0-57G2.6-1.820-19-8G1.5-0.986-57-170-0-53G2.3-1.620-19-8G1.5-0.996-62-170-0-56G2.6-1.824-21-8G1.6-1.049-39-170-0-33G1.5-0.70-0-410-0-410-0-400-0-42(0.24)(0.69)(0.63)(0.69)(0.39)(0.07)00.0G2.3-1.535-0-0G3.6-2.80-0-85121.3G3.0-2.280-0-0G2.7-1.90-0-75121.3G2.7-1.975-0-0G3.0-2.20-0-80121.3G3.5-2.784-0-0G2.2-1.50-0-34121.3G0.7-0.723-8-9121.317-83-114114-64-2624-48-8484-50-1717-50-8484-48-2425-62-110110-79-179-8-9G2.3-2.300.0G2.0-0.0122.6G2.0-0.0122.6G2.0-0.0122.6G1.3-0.9122.6G1.3-0.0122.6H1.5-15.0(双侧/m)09-30-1342-0-0G1.9-1.217-18-1744-0-17G1.1-0.79-28-1245-0-0G1.9-1.317-18-1742-0-17G1.0-0.79-28-1245-0-0G1.9-1.317-18-1744-0-17G1.1-0.79-28-1244-0-0G1.9-1.317-14-1726-0-17G0.7-0.7(0.11)(0.23)(0.21)(0.23)(0.10)00.0G0.7-0.717-0-0G0.8-0.70-0-33121.3G0.7-0.731-0-0G0.7-0.70-0-27121.3G0.7-0.726-0-0G0.7-0.70-0-31121.3G0.8-0.733-0-0G0.7-0.70-0-17121.317-28-3535-23-1717-18-2626-19-1717-19-2626-18-1717-23-3434-28-17G0.0-0.000.0G1.3-0.0122.6G1.3-0.0122.6G1.3-0.0122.6G1.3-0.6122.6 4145219294243971886363441563884224217312456409454033131245638845141743474564074540091312456389451426034545653545367613124813594511989344770368595879112457284003338151552411041042214214213111515794693392481402402402402402402481481336150675143361612059047101703888827685119602017487216912260277402402402402402402402113947375031507835431193767123950335010508335471193743123450205013508235471193744123550205012508235471193第_1层(竖向导荷[黄节点荷载/白墙段合力])744123550235015508535481193746[单位：kN]12444979496950323528119367614585513550355713888220023702300400504504504504800663481480130055505562564439473068468045406188606481920532152935376374321232299223037318945066500150733543119340240240240268473640240240240212335016501450833547119374412355020501250823546119374412345027502250963554119374812794359433343712730628646179117671763927 连续梁计算书：LXL-1============================================1计算简图：2计算条件：荷载条件:均布恒载标准值:0.00kN/m活载准永久值系数:0.50均布活载标准值:10.00kN/m支座弯矩调幅系数:85.0%梁容重:25.00kN/m3计算时考虑梁自重:不考虑恒载分项系数:1.20活载分项系数:1.40配筋条件:抗震等级:非抗震纵筋级别:HRB400混凝土等级:C35箍筋级别:HRB400配筋调整系数:1.0上部保护层厚度:40mm面积归并率:30.0%下部保护层厚度:25mm最大裂缝限值:0.300mm挠度控制系数C:200截面配筋方式:双筋3计算结果：单位说明:弯矩:kN.m剪力:kN纵筋面积:mm2箍筋面积:mm2/m裂缝:mm挠度:mm-----------------------------------------------------------------------梁号1:跨长=4100mmB×H=1000mm×350mm左中右 弯矩(+):0.00085.3280.000弯矩(-):-125.1670.0000.000剪力:191.71628.331-89.544上部as:505050下部as:353535上部纵筋:1252700700下部纵筋:700864700箍筋:104710471047上纵实配:5E20(1571)5E16(1005)5E16(1005)下纵实配:5E16(1005)5E16(1005)5E16(1005)箍筋实配:4E10@250(1257)4E10@250(1257)4E10@250(1257)腰筋实配:----(0)----(0)----(0)裂缝:0.3190.2220.000挠度:0.0003.4600.000最大裂缝:0.319mm>0.300mm超限最大挠度:3.460mm<20.500mm(4100/200)-----------------------------------------------------------------------4所有简图： -----------------------------------------------------------------------【理正结构工具箱V5.7】计算日期:2012-04-1213:47:34----------------------------------------------------------------------- '