7 第四章 框架内力组合.docx

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1、横向框架柱内力组合1杆件跨向截面内力荷载种类内力组合M及相应的N恒载活载1.2恒+1.4活1.35恒+活四层柱AB跨柱顶M55.276.475.28481.01581.015N121.087.75156.146171.208171.208柱底M38.5710.5761.08262.64062.640N145.067.75184.922203.581203.581BC跨柱顶M-36.37-4.64-50.140-53.740-53.740N134.7310.97177.034192.856192.856柱底M-26.58-7.3-42.116-43.183-43.183N159.1110.972

2、06.290225.769225.769二层柱AB跨柱顶M24.4313.4648.16046.44146.441N229.6437.34327.844347.354347.354柱底M26.5812.1848.94848.06348.063N254.0137.34357.088380.254380.254BC跨柱顶M-19.01-9.48-36.084-35.144-35.144N266.3553.01393.834412.583112.583柱底M-19.93-8.86-36.320-35.766-35.766N290.3353.01422.610444.956444.956二层柱AB跨柱

3、顶M32.6513.2957.78657.36857.368N337.7167.19499.318523.099523.099柱底M37.2615.5366.45465.83165.831N362.0967.19528.574556.012556.012BC跨柱顶M-23.07-9.43-40.886-40.575-40.575N398.4594.99611.126632.898632.898柱底M-25.48-10.63-45.458-45.028-45.028N422.8394.99640.382665.811665.811底层柱AB跨柱顶M16.727.0829.97629.65229.

4、652N445.1296.69669.510697.602697.602I-i：底：M8.633.5515.32615.20115.201N485.127.08592.056661.992661.992V-3.921.66-7.028-6.952-6.952BC跨柱顶M-11.24-4.69-20.054-19.864-19.864N531.22136.55828.634853.697853.697柱底M-5.62-2.35-10.034-9.937-9.937N571.22-4.69678.898766.457766.457V2.631.14.6964.6514.651横向框架在内力组合1杆

5、件触截面内力荷载种类内力组合M及相应的恒教活皴12恒+1.4活135恒+活四层柱AB脖柱顶M55.276.475,28481.01581,015N121.087.75156,146171.208171.208柱底M38.5710.5761,08262,64062,640N145.067.75184,922203.581203.581BCJt柱顶M-36.37-4.64-50.140-53.740-53.740N134.7310.97177.034192.856192.856柱底J1-26.58-7.3-42.116-43.183-43.183159.1110.97206,290225,7692

6、25.769三层柱AB跨柱顶M24.4313.4648.16046.44146,441N229.6437.34327,844347,354347.354柱底J126.5812.1848.94848.06348,063N254.0137.34357,088380.254380.254BC柱顶M-19.01-9.48-36.084-35.144-35.144N266.3553.01393,834412,583412.583柱底M-19.93-8.86-36.320-35.766-35.766290.3353.01422,610444.956444.956二层柱AB脖柱顶M32.6513.2957,

7、78657.36857,368N337.7167.19499.318523.099523.099柱底M37.2615.5366.45465.83165.831N362.0967.19528,574556.012556.012B嘴柱顶J1-23.07-9.43-40.886-40.575-40.575X398.4594.99611,126632.898632.898柱底J1-25.48-10.63-45.458-45.028-45.028N422.8394.99640.382665.811665.811M16.727.0829.97629.65229.652横向框架枉内力组合1杆件跨向截面内力荷

8、载种类内力组合M及相应的N恒载活载12恒+1.4活1.35恒+活M55.276.475.28481.01581.015柱顶N121.087.75156.146171.208171.208M38.5710.5761.08262.64062.640AB跨柱底N145.067.75184.922203.581203.581M-36.37-4.64-50.140-53.740-53.740柱顶N134.7310.97177.034192.856192.856四层M-26.58-7.3-42.116-43.183-43.183柱BC跨柱底N159.1110.97206.290225.769225,769

9、M24.4313.4648.16046.44146.441柱顶N229.6437.34327.844347.354347.354M26.5812.1848.94818.06348.063AB跨柱底N254.0137.34357.088380.254380.254M-19.01-9.48-36.084-33.144-35.144柱顶N266.3553.01393.834412.583412.583三层M-19.93-8.86-36.320-35.766-35.766柱BC跨柱底N290.3353.01422.610444.956444.956M32.6513.2957.78657.36857.3

10、68柱顶N337.7167.19499.318523.099523.099M37.2615.5366.45465.83165.831AB跨柱底N362.0967.19528.574556.012556.012M-23.07-9.43-40.886-10.575-40.575柱顶N398.4594.99611.126%632.898632.898二层M-25.48-10.63-45.458-45.028-45.028柱BC跨柱底N422.8394.99640.382665.811665.811M16.727.0829.97629.65229.652内力组合M及相应的N1.2恒+1.4活135恒+

11、活75.28481.01581.015156.146171.208171.20861.08262.64062.640184.922203.581203.581-50.140-53.740-53.740177.034192.856192.856-42.116-43.183-43.183206.290225.769225.76948.16046.44146.441327.844347.354347.35448.94848.06348.063357.088380.254380.254-36.084-35.144-35.144393.834412.583412.583-36.320-35.766-35.766422.610444.956444.95657.78657.36857.368499.318523.099523.09966.45465.83165.831528.574556.012556.012-40.886-40.575-40.575611.126632.898632.898-45.458-45.028-45.028640.382665.811665.81129.97629.6