人人文库网 > 毕业设计 > 毕业论文 > 【6层】3463平米六层临街商住楼（计算书、施组、部分建筑、结构图）

开题报告 .doc

【6层】3463平米六层临街商住楼（计算书、施组、部分建筑、结构图）

资源目录

【6层】3463平米六层临街商住楼计算书、施组、部分建筑、结构图.zip

开题报告 .doc---(点击预览)

EXCEL计算

新建 Microsoft Excel 工作表.xls---(点击预览)

PKPM模型

$OLE.T

$_.T

11.T

11KZ.T

APSR.fnm

APSRM.BIT

APSRM.BWN

AS1.T

BEAM.JEK

BEAM.STB

beam.stl

BEAM.TAT

BJGB.TAT

BORDER_M.SAT

Boundary.PM

B_XS.SAT

CHANGKEP.pm

CHECK.OUT

CLDAT.PM

CLDATSR.PM

CLLBDK.PM

COLM.TAT

COLMGB.TAT

COLM_COEF.SAT

column.stl

COMBINED_F.SAT

ComFml.jc

ContinueSlab.dat

DAT1a.pm

Dat2.pm

Dat3.pm

Data.pm

DATA.SAT

Datb.pm

DATK.pm

DATW.pm

DISP.SAT

DISP1.SAT

EFDY.JC

EF_DATA.ef

F27.EFB

fort.161

fort.162

fort.199

fort.201

fort.60

fort.70

fort.768

fort.780

fort.801

fort.98

jc0.out

JC0.T

jcdat.jc

jcinitcs.jc

JCPM.T

jcsr.jc

JDXYOLD.pm

LAYDATN.PM

LGB-1.T

LOAD.MID

LOAD.SAT

LOADPLAN.pm

LSJ.T

M.T

MASS.SAT

MODE.SAT

MODI_WIND.SAT

MSG.PK

MSG.PM

MULTI_EF.SAT

N.T

ND1.T

OVER_LAP.SAT

PK0.PK

PK1.PK

PKADD.T

PKn.PK

pk_tat.dat

pk_test.dat

PL1.pK

PL1.T

PL2.pK

PL2.T

PL3.pK

PL3.T

PL5.pK

PL5.T

PL6.pK

PL6.T

pL梁配筋图例.T

pm1.1IT

pm1.1TA

pm1.1WN

pm1.1ZB

pm1.2IT

pm1.2TA

pm1.2WN

pm1.2ZB

pm1.3IT

pm1.3TA

pm1.3WN

pm1.3ZB

pm1.4IT

pm1.4TA

pm1.4WN

pm1.4ZB

pm1.5IT

pm1.5TA

pm1.5WN

pm1.5ZB

pm1.6IT

pm1.6TA

pm1.6WN

pm1.6ZB

pm1.7IT

pm1.7TA

pm1.7WN

pm1.7ZB

pm1.8IT

pm1.8TA

pm1.8WN

pm1.8ZB

pm1.9IT

pm1.9TA

pm1.9WN

pm1.9ZB

pm1.B

pm1.BIT

pm1.BT

pm1.BWN

pm1.BZB

PM1.JAN

pm1.JWN

pm1.JZB

pm1.LIT

pm1.LTA

PM1.T

PM2.T

PM6.T

PMDA2.pm

PMLSG.PML

PMSR.STA

PRECAST.PM

REIFLOOR.SAT

RftPrs.jc

SAT-K.OUT

SATWE.T

SATWE_TO_PM.SAT

SAT_ADD.PM

SAT_DEF.PM

SAT_TOW.PM

SELCOL.DAT

SELCOL.PM

SHEARCOE.SAT

SLABBAR.STL

SLABNLAS.STL

SLOAD.SAT

SLOAD2.SAT

SPWIND.PM

STIF.MID

STOREY_M.SAT

STRU.SAT

TATDA1.PM

tat_PK1.OUT

tat_PKn.OUT

TOJLQ.SAT

VECTOR.OUT

VECTOR.SAT

VL.EFB

WALL.MID

WALLREC.SAT

WBEMR1.T

WDCNL.OUT

WDCNL.SAT

WDCNL.T

WDISP.OUT

WFRC.SAT

WGCPJ.OUT

WIND.OUT

WIND.SAT

WMASS.OUT

WNL1.OUT

WNL2.OUT

WNL3.OUT

WNL4.OUT

WNL5.OUT

WNL6.OUT

WORK.CFG

WORK.FNM

WPJ.SAT

WPJ1.OUT

WPJ1.T

WPJ2.OUT

WPJ2.T

WPJ3.OUT

WPJ3.T

WPJ4.OUT

WPJ5.OUT

WPJ6.OUT

WPJW1.T

WPJW2.T

WPJW4.T

WPJW5.T

WPJW6.T

WV02Q.OUT

WWNL1.OUT

WWNL2.OUT

WWNL3.OUT

WWNL4.OUT

WWNL5.OUT

WWNL6.OUT

WZQ.OUT

ZGB-1.T

ZJ.T

ZPM0.T

ZPM1.T

ZPM2.T

ZPM4.T

ZPM6.T

板计算结果01.T

板计算结果02.T

板计算结果06.T

建筑

背立面.dwg---(点击预览)

正立面（手绘）.dwg---(点击预览)

楼梯坡面+左立面.dwg---(点击预览)

标准层平面图（手绘）.dwg---(点击预览)

建筑设计说明.dwg---(点击预览)

屋顶排水.dwg---(点击预览)

1层平面图（手绘）.dwg---(点击预览)

手算

施工组织设计

施工组织设计(转载）.doc---(点击预览)

结构

电算结构设计信息.doc---(点击预览)

11轴框架配筋图和一层标准层板配筋图.dwg---(点击预览)

11KZ.DWG---(点击预览)

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编号：29324159 类型：共享资源大小：6.82MB 格式：ZIP 上传时间：2019-12-06 上传人：遗**** IP属地：湖北

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关键词：: 6层 3463 平米临街商住楼计算施组部分建筑结构图

资源描述：: 【6层】3463平米六层临街商住楼（计算书、施组、部分建筑、结构图）,6层,3463,平米,临街,商住楼,计算,施组,部分,建筑,结构图

内容简介：: 层恒载活载Mmax相应的VMmin相应的V组合项目值组合项目值5左M-17.15-4.53+-29.4945V27.9811.353.593中M11.223.15+19.557V右M-12.98-3.75+-22.773V-30.34-10.75-56.0093左M-19.72-3.14+-31.018V31.689.2355.69中M10.681.87+17.036V右M-17.07-3.05+-27.3145V-33.16-8.26-56.331左M-19.52-3.12+-30.72V31.278.7754.4925中M11.631.96+18.4445V右M-15.38-6.06+-29.247V-33.57-2.85-49.3095层恒载活载左风右风Mmax相应的V组合项目值6左M-17.15-4.532.93-2.93V27.9811.3-3.153.15中M11.223.15-0.7750.7751.2+1.417.874V右M-12.98-3.75-4.484.48V-30.34-10.75-3.153.153左M-19.72-3.1415.56-15.56V31.689.23-11.0111.01中M10.681.87-2.472.471.2+1.4*0.7(+)17.0692V右M-17.07-3.05-20.520.5V-33.16-8.26-11.0111.011左M-19.52-3.1236.49-36.49V31.278.77-23.2823.28中M11.631.96-7.7757.7751.2+1.4*)24.841V右M-15.38-6.06-52.0452.04V-33.57-2.85-23.2823.2801.2+1.401.2+1.4*0.7(+)08.61.469.33-17.38-5.98-20.37800.8120.93861.26532.6111.338.26-8.3-1.39-8.99513.34.7415.67816.91120.93877.3755.631.226.24-22.11-7.69-25.9559.081.719.935-30.35-10.75-35.7251003.26150.711078.615-28.78-5.4-31.48-11.38-2.04-12.446.289.2350.8951019.37150.711094.72517.153.3618.836.831.447.554.010.814.415-32.08-6.05-35.1051206.14180.291296.285-44.36-8.26-48.49-2.63-0.46-2.86-26.3-5.14-28.871230.25180.291320.39546.588.7750.9650.70.260.8318.673.4920.415-31.52-6.06-34.55-44.08-8.53-48.345|V|max相应的M组合项目值+-29.494553.593+-22.773-56.009+-31.01855.69+-27.3145-56.33+-30.7254.4925+-29.247-49.3095Mmin相应的V|V|max相应的M组合项目值组合项目值1.2+1.4*0.7(+)-27.89081.2+1.4*-26.92247.73749.3961.2+1.4*0.7(+)-23.64141.2+1.4*-20.826-50.03-51.4581.2+1.4*)-45.4481.2+1.4*0.7(+)-41.9953.4357.85121.2+1.4*-49.1841.2+1.4*0.7(+)-43.563-55.206-58.67661.2+1.4*)-74.511.2+1.4*)-74.5170.11670.1161.2+1.4*-91.3121.2+1.4*-91.312-72.876-72.8761.2+1.4*01.2+1.4*01.2+1.4*0.7(+)01.2+1.4*0.7(+)01.2+1.4*0-10.18519.137.835-12.9775-17.8625-15.7425.44759.415-17.5525-24.245-14.43525.482510.2075-17.275-24.1725层恒载活载Nmax相应的MNmin相应的M组合项目值组合项目值6上M12.93.751.35+1.422.6651.3517.415N191.7431.05302.319258.849下M-9.61-2.291.35+1.4-16.17951.35-12.9735N207.8531.05324.0675280.5975V7.52.513.62510.1255上M7.9711.35+1.412.15951.3510.7595N394.6261.14618.333532.737下M-8.6-1.351.35+1.4-13.51.35-11.61N410.7361.14640.0815554.4855V5.521.149.0487.4524上M8.61.651.35+1.413.921.3511.61N597.591.07934.123806.625下M-8.6-1.591.35+1.4-13.8361.35-11.61N613.6191.07955.8715828.3735V5.731.379.65357.73553上M8.61.461.35+1.413.6541.3511.61N800.8120.931250.3821081.08下M-8.3-1.391.35+1.4-13.1511.35-11.205N816.91120.931272.13051102.8285V5.631.229.30857.60052上M9.081.711.35+1.414.6521.3512.258N1003.26150.711565.3951354.401下M-11.38-2.041.35+1.4-18.2191.35-15.363N1019.37150.711587.14351376.1495V6.831.4411.23659.22051上M4.010.811.35+1.46.54751.355.4135N1206.14180.291880.6951628.289下M-2.63-0.461.35+1.4-4.19451.35-3.5505N1230.25180.291913.24351660.8375V0.70.261.3090.945层重力荷载代表值水平地震作用Mmax相应的VMmin相应的V左右组合项目值组合项目6左M-20.3719.28-19.281.2+1.3V38.26-12.4312.43中M15.670.6-0.61.2+1.319.584V右M-25.95-18.0818.081.0+1.3V-35.72-12.4312.433左M-31.4877.97-77.971.2+1.4*V50.89-34.5134.51中M18.839.39-9.391.2+1.334.803V右M-35.1-59.1959.191.2+1.4*V-48.49-34.5134.511左M-28.87163.43-163.431.2+1.4*V50.96-67.7767.77中M20.4125.655-25.6551.2+1.357.8435V右M-34.55-112.12112.121.2+1.4*V-48.345-67.7767.771.0+1.31.2+1.3|M|max相应的N组合项目值1.35+1.422.665302.3191.35+1.4-16.1795324.067513.6251.35+1.412.1595618.3331.35+1.4-13.5640.08159.0481.35+1.413.92934.1231.35+1.4-13.836955.87159.65351.35+1.413.6541250.3821.35+1.4-13.1511272.13059.30851.35+1.414.6521565.3951.35+1.4-18.2191587.143511.23651.35+1.46.54751880.6951.35+1.4-4.19451913.24351.309|V|max相应的M值组合项目值-51.05041.2+1.26(+)-23.4763.065429.14-0.99961.2+1.26(+)-20.33-18.5666-30.73Mmin相应的V-47.681.2+1.26(+)-47.5948.4450.54-41.691.2+1.26(+)-41.07-51.78-54.45-88.891.2+1.26(+)-85.3262.7463.74-81.331.2+1.26(+)-76.8400用用于于承承载载力力计计算算的的框框架架柱柱由由可可变变荷荷载载效效应应控控制制的的基基本本组组合合表表（D轴轴柱柱）层恒载活载左风右风Nmax相应的M组合项目值6上M10.173.86.74-6.741.2+1.417.524N212.9216.530.22-0.22278.646下M-8.7-2.6-3.793.791.2+1.4-14.08N229.0316.530.22-0.22297.978V6.291.763.51-3.5110.0125上M8.741.4712.6-12.61.2+1.412.546N472.88116.922.42-2.42731.144下M-8.73-1.74-9.129.121.2+1.4-12.912N488.99116.922.42-2.42750.476V5.820.797.24-7.248.094上M8.731.9817.54-17.541.2+1.413.248N748.95177.67.27-7.271147.38下M-8.73-1.94-14.3514.351.2+1.4-13.192N765.06177.67.27-7.271166.712V5.821.0510.63-10.638.4543上M8.731.8221.09-21.091.2+1.413.024N1025.02238.314.39-14.391563.644下M-8.58-1.76-18.818.81.2+1.4-12.76N1041.13238.314.39-14.391582.976V5.770.9913.33-13.338.312上M9.112.0922.9-22.91.2+1.413.858N1301.09299.3219.94-19.941980.356下M-11.08-2.43-27.9827.981.2+1.4-16.698N1317.2299.3219.94-19.941999.688V6.731.3416.96-16.969.9521上M4.240.9553.24-53.241.2+1.473.3674N1577.16360.7831.06-31.062386.3104下M-2.57-0.53-53.2453.241.2+1.4-70.8342N1601.27360.7831.06-31.062415.2424V0.740.2418.68-18.6824.72721.2+1.26(+)0用用于于承承载载力力计计算算的的框框架架柱柱由由可可变变荷荷载载效效应应控控制制的的基基本本组组合合表表（B轴轴柱柱）层恒载活载左风右风Nmax相应的M组合项目值6上M-17.38-5.984.23-4.231.2+1.4-29.228N205.3935.152.74-2.74295.678下M14.923.66-1.411.411.2+1.423.028N221.535.152.74-2.74315.01V-10.77-3.971.88-1.88-18.4825上M-14.06-2.027.47-7.471.2+1.4-19.7N440.1785.844.99-4.99648.38下M14.392.5-4.34.31.2+1.420.768N456.2885.844.99-4.99667.712V-9.48-2.053.89-3.89-14.2464上M-14.39-2.910.28-10.281.2+1.4-21.328N674.95135.396.96-6.96999.486下M14.392.82-6.856.851.2+1.421.216N691.06135.396.96-6.961018.818V-9.59-2.375.71-5.71-14.8263上M-14.39-2.6311.95-11.951.2+1.4-20.95N909.73184.858.55-8.551350.466下M13.832.52-9.779.771.2+1.420.124N925.84184.858.55-8.551369.798V-9.41-2.147.24-7.24-14.2882上M-15.26-2.9912.27-12.271.2+1.4-22.498N1144.51234.28.41-8.411701.292下M19.423.63-15151.2+1.428.386N1160.62234.28.41-8.411720.624V-11.56-2.529.09-9.09-17.41上M-6.88-1.5123.54-23.541.2+1.419.5018N1339.29283.2815.14-15.141983.1572下M3.680.7-47.9147.911.2+1.4-55.0686N1363.4283.2815.14-15.142012.0892V-1.15-0.4514.01-14.0115.7056Nmin相应的M|M|max相应的N组合项目值组合项目值1.2+1.42.7681.2+1.26(+)25.4844255.196276.6091.2+1.4-5.1341.2+1.26(+)-18.4914274.528295.9412.63414.18821.2+1.4-7.1521.2+1.26(+)28.2162564.068717.82441.2+1.42.2921.2+1.26(+)-24.1596583.4737.1564-3.15217.10181.2+1.4-14.081.2+1.26(+)35.0712888.5621131.67621.2+1.49.6141.2+1.26(+)-31.0014907.8941151.0082-7.89821.70081.2+1.4-19.051.2+1.440.0021209.8781250.171.2+1.416.0241.2+1.4-36.6161229.211269.502-11.73825.5861.2+1.4-21.1281.2+1.442.9921533.3921589.2241.2+1.425.8761.2+1.4-52.4681552.7241608.556-15.66831.821.2+1.4-69.4481.2+1.479.6241849.1081936.0761.2+1.471.4521.2+1.4-77.621878.041965.008-25.26427.04用用于于承承载载力力计计算算的的框框架架柱柱由由可可变变荷荷载载效效应应控控制制的的基基本本组组合合表表（D轴轴柱柱）Nmin相应的M|M|max相应的N组合项目值组合项目值1.2+1.4-26.7781.2+1.26(+)-33.7206242.632287.30461.2+1.4)19.8781.2+1.26(+)24.2922261.964306.6366-15.556-20.2951.2+1.4-27.331.2+1.26(+)-28.8294521.218630.0751.2+1.423.2881.2+1.26(+)25.836540.55649.407-16.822-18.86041.2+1.4-31.661.2+1.26(+)-33.8748800.196971.76181.2+1.426.8581.2+1.26(+)29.4522819.528991.0938-19.502-21.68881.2+1.4-33.9981.2+1.26(+)-35.63881079.7061313.8141.2+1.4)30.2741.2+1.26(+)32.08141099.0381333.146-21.428-23.11081.2+1.4-35.491.2+1.26(+)-37.53961361.6381657.90741.2+1.444.3041.2+1.26(+)46.77781380.971677.2394-26.598-28.50061.2+1.4-41.2121.2+1.4-41.2121585.9521585.9521.2+1.471.491.2+1.471.491614.8841614.884-20.994-20.994用用于于承承载载力力计计算算的的框框架架柱柱由由可可变变荷荷载载效效应应控控制制的的基基本本组组合合表表（B轴轴柱柱）层恒载活载Mmax相应的VMmin相应的V组合项目值组合项目值5左M-17.15-4.53+-29.4945V27.9811.353.593中M11.223.15+19.557V右M-12.98-3.75+-22.773V-30.34-10.75-56.0093左M-19.72-3.14+-31.018V31.689.2355.69中M10.681.87+17.036V右M-17.07-3.05+-27.3145V-33.16-8.26-56.331左M-19.52-3.12+-30.72V31.278.7754.4925中M11.631.96+18.4445V右M-15.38-6.06+-29.247V-33.57-2.85-49.3095层恒载活载左风右风Mmax相应的V组合项目值6左M-17.15-4.532.93-2.93V27.9811.3-3.153.15中M11.223.15-0.7750.7751.2+1.417.874V右M-12.98-3.75-4.484.48V-30.34-10.75-3.153.153左M-19.72-3.1415.56-15.56V31.689.23-11.0111.01中M10.681.87-2.472.471.2+1.4*0.7(+)17.0692V右M-17.07-3.05-20.520.5V-33.16-8.26-11.0111.011左M-19.52-3.1236.49-36.49V31.278.77-23.2823.28中M11.631.96-7.7757.7751.2+1.4*)24.841V右M-15.38-6.06-52.0452.04V-33.57-2.85-23.2823.2801.2+1.401.2+1.4*0.7(+)0|V|max相应的M组合项目值+-29.494553.593+-22.773-56.009+-31.01855.69+-27.3145-56.33+-30.7254.4925+-29.247-49.3095Mmin相应的V|V|max相应的M组合项目值组合项目值1.2+1.4*0.7(+)-27.89081.2+1.4*-26.92247.73749.3961.2+1.4*0.7(+)-23.64141.2+1.4*-20.826-50.03-51.4581.2+1.4*)-45.4481.2+1.4*0.7(+)-41.9953.4357.85121.2+1.4*-49.1841.2+1.4*0.7(+)-43.563-55.206-58.67661.2+1.4*)-74.511.2+1.4*)-74.5170.11670.1161.2+1.4*-91.3121.2+1.4*-91.312-72.876-72.8761.2+1.4*01.2+1.4*01.2+1.4*0.7(+)01.2+1.4*0.7(+)01.2+1.4*0层恒载活载Nmax相应的MNmin相应的M组合项目值组合项目值6上M12.93.751.35+1.422.6651.3517.415N191.7431.05302.319258.849下M-9.61-2.291.35+1.4-16.17951.35-12.9735N207.8531.05324.0675280.5975V7.52.513.62510.1255上M7.9711.35+1.412.15951.3510.7595N394.6261.14618.333532.737下M-8.6-1.351.35+1.4-13.51.35-11.61N410.7361.14640.0815554.4855V5.521.149.0487.4524上M8.61.651.35+1.413.921.3511.61N597.591.07934.123806.625下M-8.6-1.591.35+1.4-13.8361.35-11.61N613.6191.07955.8715828.3735V5.731.379.65357.73553上M8.61.461.35+1.413.6541.3511.61N800.8120.931250.3821081.08下M-8.3-1.391.35+1.4-13.1511.35-11.205N816.91120.931272.13051102.8285V5.631.229.30857.60052上M9.081.711.35+1.414.6521.3512.258N1003.26150.711565.3951354.401下M-11.38-2.041.35+1.4-18.2191.35-15.363N1019.37150.711587.14351376.1495V6.831.4411.23659.22051上M4.010.811.35+1.46.54751.355.4135N1206.14180.291880.6951628.289下M-2.63-0.461.35+1.4-4.19451.35-3.5505N1230.25180.291913.24351660.8375V0.70.261.3090.945|M|max相应的N组合项目值1.35+1.422.665302.3191.35+1.4-16.1795324.067513.6251.35+1.412.1595618.3331.35+1.4-13.5640.08159.0481.35+1.413.92934.1231.35+1.4-13.836955.87159.65351.35+1.413.6541250.3821.35+1.4-13.1511272.13059.30851.35+1.414.6521565.3951.35+1.4-18.2191587.143511.23651.35+1.46.54751880.6951.35+1.4-4.19451913.24351.309用用于于承承载载力力计计算算的的框框架架柱柱由由可可变变荷荷载载效效应应控控制制的的基基本本组组合合表表（D轴轴柱柱）层恒载活载左风右风Nmax相应的M组合项目值6上M10.173.86.74-6.741.2+1.417.524N212.9216.530.22-0.22278.646下M-8.7-2.6-3.793.791.2+1.4-14.08N229.0316.530.22-0.22297.978V6.291.763.51-3.5110.0125上M8.741.4712.6-12.61.2+1.412.546N472.88116.922.42-2.42731.144下M-8.73-1.74-9.129.121.2+1.4-12.912N488.99116.922.42-2.42750.476V5.820.797.24-7.248.094上M8.731.9817.54-17.541.2+1.413.248N748.95177.67.27-7.271147.38下M-8.73-1.94-14.3514.351.2+1.4-13.192N765.06177.67.27-7.271166.712V5.821.0510.63-10.638.4543上M8.731.8221.09-21.091.2+1.413.024N1025.02238.314.39-14.391563.644下M-8.58-1.76-18.818.81.2+1.4-12.76N1041.13238.314.39-14.391582.976V5.770.9913.33-13.338.312上M9.112.0922.9-22.91.2+1.413.858N1301.09299.3219.94-19.941980.356下M-11.08-2.43-27.9827.981.2+1.4-16.698N1317.2299.3219.94-19.941999.688V6.731.3416.96-16.969.9521上M4.240.9553.24-53.241.2+1.473.3674N1577.16360.7831.06-31.062386.3104下M-2.57-0.53-53.2453.241.2+1.4-70.8342N1601.27360.7831.06-31.062415.2424V0.740.2418.68-18.6824.72721.2+1.26(+)0用用于于承承载载力力计计算算的的框框架架柱柱由由可可变变荷荷载载效效应应控控制制的的基基本本组组合合表表（B轴轴柱柱）层恒载活载左风右风Nmax相应的M组合项目值6上M-17.38-5.984.23-4.231.2+1.4-29.228N205.3935.152.74-2.74295.678下M14.923.66-1.411.411.2+1.423.028N221.535.152.74-2.74315.01V-10.77-3.971.88-1.88-18.4825上M-14.06-2.027.47-7.471.2+1.4-19.7N440.1785.844.99-4.99648.38下M14.392.5-4.34.31.2+1.420.768N456.2885.844.99-4.99667.712V-9.48-2.053.89-3.89-14.2464上M-14.39-2.910.28-10.281.2+1.4-21.328N674.95135.396.96-6.96999.486下M14.392.82-6.856.851.2+1.421.216N691.06135.396.96-6.961018.818V-9.59-2.375.71-5.71-14.8263上M-14.39-2.6311.95-11.951.2+1.4-20.95N909.73184.858.55-8.551350.466下M13.832.52-9.779.771.2+1.420.124N925.84184.858.55-8.551369.798V-9.41-2.147.24-7.24-14.2882上M-15.26-2.9912.27-12.271.2+1.4-22.498N1144.51234.28.41-8.411701.292下M19.423.63-15151.2+1.428.386N1160.62234.28.41-8.411720.624V-11.56-2.529.09-9.09-17.41上M-6.88-1.5123.54-23.541.2+1.419.5018N1339.29283.2815.14-15.141983.1572下M3.680.7-47.9147.911.2+1.4-55.0686N1363.4283.2815.14-15.142012.0892V-1.15-0.4514.01-14.0115.7056Nmin相应的M|M|max相应的N组合项目值组合项目值1.2+1.42.7681.2+1.26(+)25.4844255.196276.6091.2+1.4-5.1341.2+1.26(+)-18.4914274.528295.9412.63414.18821.2+1.4-7.1521.2+1.26(+)28.2162564.068717.82441.2+1.42.2921.2+1.26(+)-24.1596583.4737.1564-3.15217.10181.2+1.4-14.081.2+1.26(+)35.0712888.5621131.67621.2+1.49.6141.2+1.26(+)-31.0014907.8941151.0082-7.89821.70081.2+1.4-19.051.2+1.440.0021209.8781250.171.2+1.416.0241.2+1.4-36.6161229.211269.502-11.73825.5861.2+1.4-21.1281.2+1.442.9921533.3921589.2241.2+1.425.8761.2+1.4-52.4681552.7241608.556-15.66831.821.2+1.4-69.4481.2+1.479.6241849.1081936.0761.2+1.471.4521.2+1.4-77.621878.041965.008-25.26427.04用用于于承承载载力力计计算算的的框框架架柱柱由由可可变变荷荷载载效效应应控控制制的的基基本本组组合合表表（D轴轴柱柱）Nmin相应的M|M|max相应的N组合项目值组合项目值1.2+1.4-26.7781.2+1.26(+)-33.7206242.632287.30461.2+1.4)19.8781.2+1.26(+)24.2922261.964306.6366-15.556-20.2951.2+1.4-27.331.2+1.26(+)-28.8294521.218630.0751.2+1.423.2881.2+1.26(+)25.836540.55649.407-16.822-18.86041.2+1.4-31.661.2+1.26(+)-33.8748800.196971.76181.2+1.426.8581.2+1.26(+)29.4522819.528991.0938-19.502-21.68881.2+1.4-33.9981.2+1.26(+)-35.63881079.7061313.8141.2+1.4)30.2741.2+1.26(+)32.08141099.0381333.146-21.428-23.11081.2+1.4-35.491.2+1.26(+)-37.53961361.6381657.90741.2+1.444.3041.2+1.26(+)46.77781380.971677.2394-26.598-28.50061.2+1.4-41.2121.2+1.4-41.2121585.9521585.9521.2+1.471.491.2+1.471.491614.8841614.884-20.994-20.994用用于于承承载载力力计计算算的的框框架架柱柱由由可可变变荷荷载载效效应应控控制制的的基基本本组组合合表表（B轴轴柱柱）层数i(N/mm)DimVimyh/(m)Mc上/Mc下/ (kNm)/(kN)(N/mm)（kN）(kNm)6506.6592800100328.5732310.7519.28977 6.429923077510365928001003217.532311.0833.66203 18.9348923141425.75928001003224.127231.243.42902 28.9526769231755.75928001003229.711851.3549.02455 40.1109923121998.95928001003233.827541.6545.66718 55.8154384612209.7160230339146.764613.42-19.6411159.93495#DIV/0!#DIV/0!层数i(N/mm)Dim#VALUE!yh/(m)#VALUE!Mc下/ (kNm)/(kN)(N/mm)#VALUE!#VALUE!6506.65928001960816.756771.1131.67029 18.60001385510365928001960834.267691.2958.59775 44.2053230841425.75928001960847.157771.3577.81032 63.6629884631755.75928001960858.073151.4490.59412 83.6253415421998.95928001960866.117461.6589.25857 109.093811512209.7160230458763.25842.85180.2864 180.286448340.0912.1412.4357112.4327.95-25.092.8662.3629.4921.8690521.8643.79-39.524.2777.9745.9129.4952429.4956.01-49.516.585.7759.1934.5142934.5161.98-54.996.99162.4364.9454.1357154.13105.67-98.537.14159.93112.1264.7738164.7766.32-74.12-7.8018.5218.0513.5444413.5415.9213.542.3844.7643.8432.8148132.8128.3132.81-4.569.6769.351.4703751.4738.2651.47-13.2189.8487.6165.7222265.7244.565.72-21.2298.5698.1972.8703772.8770.7372.87-2.14170.15164.36123.8926123.8978.59123.89-45.3013.6243.7215.9277815.9215.92-15.9233.3468.628.3166728.3128.31-28.3152.7185.0638.2694438.2638.26-38.2666.6393.5744.544.544.5-44.574.68179.9570.7305670.7370.73-70.73125.01157.9478.5972278.5978.59-78.59Mb总/(kNm)40.0919538562.3639076977.9772230885.7781692336.17430425#DIV/0!Mb左(kNm)Mb右/(kNm)43.8483320533.3494356469.3048848352.7107574887.6180376166.6390708698.198063574.68585111164.3679876125.0122723102.402702677.883745682.867.1313.6320.6227.7619.962.38-2.12-15.33-36.55-38.69-83.9957.84层计算公式梁BC支座左截面跨中截面支座右截面计算类型矩型截面一类T型截面矩型截面6-86.5931.13-85.360.181805059 0

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