框架柱的内力组合

附录2.1框架柱的内力组合附录2.1框架柱的内力组合层次柱号截面内力恒荷载活荷载地震作用风荷载1.2恒+1.4活+1.4X0.6风1.2恒+1.4风+1.4X0.7活1.35恒+1.4X（0.7活+0.6风）1.0恒+1.4风雪荷载YRE[1.2（恒+0.5活）+1.3地震]YRE[1.0（恒+0.5活）+1.3地震]1Mmax|NNminMNmaxM左右左右左右左右左右左右左右左右一层A上端M-21.4-8.769.2-69.215.4-15.4-25-51-13-56-24-500-43-848-9652-92-965224N744.1140.8-142.7142.725.5-25.5111110691067995116411217807081406339305038009305031164V7.43.0-40.440.4-8.98.9621-124520-5203-3450-3549下端M10.94.4-106.8106.8-23.423.4039-1550-6339-22444-99124-101121124-101-63N744.1140.8-142.7142.725.5-25.5111110691067995116411217807081406339305038005031164V7.43.0-40.440.4-8.98.9621-124520-5203-3450-3549B上端M18.66.976.4-76.416.9-16.94618535461842-57101-5897-62101-6218N873.4235.092.3-92.3-16.516.5136313911255130113961423850897232104685488869610466961423V-6.4-2.4-42.942.9-9.49.4-19-3-233-19-3-207-2-5237-5139下端M-9.3-3.5-110.3110.324.0-24.04-3619-484-3624-43-3-125104-123106-125106-36N873.4235.092.3-92.3-16.516.513631391125513011396142385089723210468548886966961423V-6.4-2.4-42.942.9-9.49.4-19-3-233-19-3-207-2-5237-5139C上端M-18.7-7.076.2-76.216.8-16.8-18-46-6-53-18-465-42-758-10161-97-10162-18N863.3239.7-91.691.616.5-16.5138513581294124814141387886840240849103969188210396911414V6.42.4-42.842.8-9.39.3319-323319-7192-3752-3951下端M9.33.5-109.9109.9-23.823.8-436-1948-436-24434-104125-105123125-106-4N863.3239.7-91.691.616.5-16.513851358129412481414138788684024084910396918826911414V6.42.4-42.842.8-9.39.3319-323319-7192-3752-3951D上端M21.58.868.7-68.715.1-15.1512556135025430896-4792-5196-5125N744.5148.3142.0-142.0-25.625.61080112310031075112911727097801459326378015069325061172V-7.43.0-40.240.2-8.88.8-123-186-140-2053-4736-4737下端M-10.9-4.5-106.1106.122.9-22.90-3915-500-3821-43-4-12398-121100-123100-38N744.5148.3142.0-142.0-25.625.61080112310031075112911727097801459326378015065061172V-7.43.0-40.240.2-8.88.8-123-186-140-2053-4736-4737V13.55.5-22.422.4-3.53.52127172621279185-839-1036下端M27.411.1-38.138.15.6-5.6534452365343352011-871-136671-1353N292.435.2-28.828.84.4-4.440439639237943342629928635267327218278218433V13.55.5-22.422.4-3.53.52127172621279185-839-1036

附录2.1框架柱的内力组合附录2.1框架柱的内力组合二层A上端M-29-11.871.3-71.313.8-13.8-40-63-27-66-39-62-10-48-1141-10746-102-10746-39N591.8105.7-100.1100.116.9-16.9872844837790917888615568103513722410619722410917V15.66.3-35.735.7-6.86.82233153422336256-1955-2252下端M31.812.9-6868-12.412.4466733684566144912-34107-40101107-4045N591.8105.7-100.1100.116.9-16.9872844837790917888615568103513722410619410917V15.66.3-35.735.7-6.86.82233153422336256-1955-2252B上端M269.681.3-81.315.9-15.958316318583148410114-55109-60114-6031N693.7175.964.6-64.6-10.910.9107010889901020110011186787091768186836935588185581118V-11.7-5.2-41.141.1-7.97.9-28-15-30-8-28-14-23-1-5-5629-5431下端M-28.6-10.6-7979-14.914.9-62-37-66-24-62-36-49-8-10-11450-10955-11455-14N693.7175.964.6-64.6-10.910.9107010889901020110011186787091768186836935585581118V-11.7-5.2-41.141.1-7.97.9-28-15-30-8-28-14-23-1-5-5629-5431C上端M-26.1-9.881.8-81.816-16-32-58-19-63-31-58-4-49-1055-11560-110-11560-31N685.5182.3-64.264.210.9-10.9108710691017986111310957016701806788115546878115541113V14.15.3-4141-7.97.91831113318313255-2759-2956下端M28.710.8-78.878.8-14.914.937622466376285011-49115-55109115-5537N685.5182.3-64.264.210.9-10.9108710691017986111310957016701806788115546875541113V14.15.3-4141-7.97.91831113318313255-2759-2956D上端M29.11271.1-71.113.8-13.8634066276339481012108-40102-46108-4640N592.111399.6-99.6-16.916.9855883798845896924568616111725518622414725415924V-15.7-6.4-35.635.6-6.86.8-34-22-35-16-33-22-25-6-6-5519-5222下端M-31.9-13.167.7-67.7-12.512.5-67-46-69-34-66-45-49-14-1334-10740-101-107-101-45N592.111399.6-99.6-16.916.9855883798845896924568616111725518622414415924V-15.7-6.4-35.635.6-6.86.8-34-22-35-16-33-22-25-6-6-5519-5222

附录2.1框架柱的内力组合附录2.1框架柱的内力组合三层A上端M-28.4-11.663.4-63.410.9-10.9-41-59-30-61-41-59-13-44-1133-9939-93-9939-41N442.170.4-60.460.49.6-9.663762161358667465845642979400525323448525323674V14.45.9-30.530.5-5.25.22130163021307225-1548-1845下端M27.611.3-55.655.6-9.19.1415731574156154011-2690-318490-3141N442.170.4-60.460.49.6-9.663762161358667465845642979400525323448323674V14.45.9-30.530.5-5.25.22130163021307225-1548-1845B上端M25.29.371.3-71.312.6-12.65433572254334389103-4698-50103-5033N517116.939.1-39.1-6.26.2779789726744807818508526115592511500419592419818V-12.7-4.7-34.734.7-5.95.9-27-17-28-12-27-17-21-4-5-5022-4824下端M-26-9-6464-10.910.9-53-35-55-25-53-35-41-11-9-9637-9142-9642-35N517116.939.1-39.1-6.26.2779789726744807818508526115592511500419419818V-12.7-4.7-34.734.7-5.95.9-27-17-28-12-27-17-21-4-5-5022-4824C上端M-25.3-971.1-71.112.6-12.6-32-54-22-57-32-54-8-43-945-10250-98-10250-32N510.7125-38.838.86.2-6.2793783744727817807519502123509590417498590417817V12.84.6-34.634.6-5.95.91727122817275214-2250-2448下端M24.49-63.863.8-10.910.93351235333519409-3994-438994-4333N510.7125-38.838.86.2-6.2793783744727817807519502123509590417498417817V12.84.6-34.634.6-5.95.91727122817275214-2250-2448D上端M28.511.363-6310.9-10.959416130594044131198-3393-3898-3840N442.477.760.1-60.1-9.69.663264859462066568142945677524399447322524322681V-14.4-5.8-30.330.3-5.25.2-30-21-30-16-29-21-22-7-5-4815-4518下端M-27.7-11.3-55.355.39.1-9.1-41-57-32-57-41-56-15-40-11-8926-8431-8931-56N442.477.760.1-60.1-9.69.663264859462066568142945677524399447322322681V-14.4-5.8-30.330.3-5.25.2-30-21-30-16-29-21-22-7-5-4815-4518

附录2.1框架柱的内力组合附录2.1框架柱的内力组合三层A上端M-28.4-11.663.4-63.410.9-10.9-41-59-30-61-41-59-13-44-1133-9939-93-9939-41N442.170.4-60.460.49.6-9.663762161358667465845642979400525323448525323674V14.45.9-30.530.5-5.25.22130163021307225-1548-1845下端M27.611.3-55.655.6-9.19.1415731574156154011-2690-318490-3141N442.170.4-60.460.49.6-9.663762161358667465845642979400525323448323674V14.45.9-30.530.5-5.25.22130163021307225-1548-1845B上端M25.29.371.3-71.312.6-12.65433572254334389103-4698-50103-5033N517116.939.1-39.1-6.26.2779789726744807818508526115592511500419592419818V-12.7-4.7-34.734.7-5.95.9-27-17-28-12-27-17-21-4-5-5022-4824下端M-26-9-6464-10.910.9-53-35-55-25-53-35-41-11-9-9637-9142-9642-35N517116.939.1-39.1-6.26.2779789726744807818508526115592511500419419818V-12.7-4.7-34.734.7-5.95.9-27-17-28-12-27-17-21-4-5-5022-4824C上端M-25.3-971.1-71.112.6-12.6-32-54-22-57-32-54-8-43-945-10250-98-10250-32N510.7125-38.838.86.2-6.2793783744727817807519502123509590417498590417817V12.84.6-34.634.6-5.95.91727122817275214-2250-2448下端M24.49-63.863.8-10.910.93351235333519409-3994-438994-4333N510.7125-38.838.86.2-6.2793783744727817807519502123509590417498417817V12.84.6-34.634.6-5.95.91727122817275214-2250-2448D上端M28.511.363-6310.9-10.959416130594044131198-3393-3898-3840N442.477.760.1-60.1-9.69.663264859462066568142945677524399447322524322681V-14.4-5.8-30.330.3-5.25.2-30-21-30-16-29-21-22-7-5-4815-4518下端M-27.7-11.3-55.355.39.1-9.1-41-57-32-57-41-56-15-40-11-8926-8431-8931-56N442.477.760.1-60.1-9.69.663264859462066568142945677524399447322322681V-14.4-5.8-30.330.3-5.25.2-30-21-30-16-29-21-22-7-5-4815-4518附录2.1框架柱的内力组合附录2.1框架柱的内力组合附录2.1框架柱的内力组合附录2.1框架柱的内力组合五层A上端M-45.2-4.827.4-27.43.7-3.7-58-64-54-64-63-69-40-50-5-17-74-10-67-74-10-63N142.77.1-8.58.51.2-1.21821801801772011991441417132149108126149108201V20.13.1-11.111.1-1.61.627302529293218223932629下端M33.17.4-16162-25248504454503630719521346541354N142.77.1-8.58.51.2-1.21821801801772011991441417132149108126108201V20.13.1-11.111.1-1.61.627302529293218223932629B上端M41.13.930.9-30.94.7-4.75951604763554835473966273255N163.510.65.5-5.5-0.80.821021220520823023216216510167156141129168129232V-18.3-2.5-13.113.1-1.91.9-27-24-27-22-29-26-21-16-2-32-5-29-2下端M-30.3-5.7-20.120.13-3-42-47-38-46-44-49-26-35-5-53-11-47-5-53-6-49N163.510.65.5-5.5-0.80.821021220520823023216216510167156141129129232V-18