會(huì)議培訓(xùn)中心建筑設(shè)計(jì)畢業(yè)論文(留存版)
【正文】 1145681/98821145681/79811562521/967側(cè)移驗(yàn)算：層間側(cè)移最大值：1/7981/550(滿足要求) B軸框架柱剪力和梁柱端彎矩計(jì)算成果表層號(hào)KN/KN (m)611456819753511456819753411456819753311456819753211456819753115625234951C軸框架柱剪力和梁柱端彎矩計(jì)算成果表層號(hào)KNKN/mKN/m/KN(m)611456839506511456839506411456839506311456839506211456839506115625245231D軸框架柱剪力和梁柱端彎矩計(jì)算成果表層號(hào)KNKN/mKN/m/KN(m)611456835556511456835556411456835556311456835556211456835556115625244203E軸框架柱剪力和梁柱端彎矩計(jì)算成果表層號(hào)KNKN/mKN/m/KN(m)611456819753511456819753411456819753311456819753211456819753115625231867地震作用下的M圖地震載作用下的V圖地震載作用下的N圖 77 （1）框架梁的內(nèi)力組合層次梁段截面內(nèi)力①Sgk②Sqk③Swlk④Swrk⑤Selk⑥Serk由活荷載控制永久荷載控制風(fēng)荷載控制控制值地震作用控制控制值S=*①+*②+**③S=*①+*②+**④S=*①+*(*②+*③)S=*①+*(*②+*④)S=*①+*③+**②S=*①+*④+**②S=*（①+*②)+*⑤S=*（①+*②)+*⑥6BC左支座MV跨中M右支座MVCD左支座MV跨中MA右支座MV DE左支座MV跨中M右支座MV BC左支座MV跨中M右支座M126VCD左支座MV跨中MQ右支座M4V5DE左支座M4V跨中M右支座MV BC左支座M112V跨中M3右支座M14231V272CD左支座M90V跨中M右支座MV4DE左支座MV跨中M右支座MV BC左支座M10141V跨中M4右支座M18253VCD左支座MV跨中M右支座M105V3DE左支座M105V跨中M右支座M110V BC左支座M12161V跨中M21右支座M21278VCD左支座M108V跨中M右支座M114V
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