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框架計(jì)算簡圖及梁柱線剛度畢業(yè)論文-資料下載頁

2025-06-20 08:39本頁面
  

【正文】 N下M①+②①+②①+②NV2上M①+②①+②①+②N下M①+②①+②①+②NV1上M①+②①+②①+②N下M①+②①+②①+②NV 用于承載力計(jì)算的框架柱由地震效應(yīng)控制的基本組合表(B柱)層數(shù)重力荷載代表值水平地震作用水平地震作用Nmax相應(yīng)的MNmin相應(yīng)的M︱M︱max相應(yīng)的N①②③組合項(xiàng)目數(shù)值組合項(xiàng)目數(shù)值組合項(xiàng)目數(shù)值12上M①+③①+②①+③N下MNV7上M①+③①+②①+②N下MNV2上M①+③①+②①+②N下MNV1上M①+③①+②①+②N下MNV 用于承載力計(jì)算的框架柱由活荷載效應(yīng)控制的基本組合表(B柱)層數(shù)恒載活載左風(fēng)右風(fēng)Nmax相應(yīng)的MNmin相應(yīng)的M︱M︱max相應(yīng)的N①②③④組合項(xiàng)目數(shù)值組合項(xiàng)目數(shù)值組合項(xiàng)目數(shù)值11上M①+②+④①+②+③①+②+③N下M①+②+④①+②+③①+②+③NV10上M①+②+④①+②+③①+②+③N下M①+②+④①+②+③①+②+③NV6上M①+②+④①+②+③①+②+③N下M①+②+④①+②+③①+②+③NV3上M①+②+④①+②+③①+②+③N下M①+②+④①+②+③①+②+③NV 用于承載力計(jì)算的框架柱由永久荷載效應(yīng)控制的基本組合表(B柱)層數(shù)  恒載活載Nmax相應(yīng)的MNmin相應(yīng)的M︱M︱max相應(yīng)的N①②組合項(xiàng)目數(shù)值組合項(xiàng)目數(shù)值組合項(xiàng)目數(shù)值11上M①+②①+②①+②N下M①+②①+②①+②NV10上M①+②①+②①+②N下M①+②①+②①+②NV6上M①+②①+②①+②N下M①+②①+②①+②NV3上M①+②①+②①+②N下M①+②①+②①+②NV 用于承載力計(jì)算的框架柱由地震效應(yīng)控制的基本組合表(B柱)層數(shù)重力荷載代表值水平地震作用水平地震作用Nmax相應(yīng)的MNmin相應(yīng)的M︱M︱max相應(yīng)的N①②③組合項(xiàng)目數(shù)值組合項(xiàng)目數(shù)值組合項(xiàng)目數(shù)值11上M①+②①+③①+③N下MNV10上M①+②①+③①+③N下MNV6上M①+②①+③①+③N下MNV3上M①+②①+③①+③N下MNV 用于承載力計(jì)算的框架柱由活荷載效應(yīng)控制的基本組合表(C柱)層數(shù)恒載活載左風(fēng)右風(fēng)Nmax相應(yīng)的MNmin相應(yīng)的M︱M︱max相應(yīng)的N①②③④組合項(xiàng)目數(shù)值組合項(xiàng)目數(shù)值組合項(xiàng)目數(shù)值12上M①+②+④①+②+③①+②+④N下M①+②+④①+②+③①+②+④NV7上M①+②+④①+②+③①+②+④N下M①+②+④①+②+③①+②+④NV2上M①+②+④①+②+③①+②+④N下M①+②+④①+②+③①+②+④NV1上M①+②+④①+②+③①+②+③N下M①+②+④①+②+③①+②+④NV 用于承載力計(jì)算的框架柱由永久荷載效應(yīng)控制的基本組合表(C柱)層數(shù)恒載活載Nmax相應(yīng)的MNmin相應(yīng)的M︱M︱max相應(yīng)的N①②組合項(xiàng)目數(shù)值組合項(xiàng)目數(shù)值組合項(xiàng)目數(shù)值12上M①+②①+②①+②N下M①+②①+②①+②NV7上M①+②①+②①+②N下M①+②①+②①+②NV2上M①+②①+②①+②N下M①+②①+②①+②NV1上M①+②①+②①+②N下M①+②①+②①+②NV 用于承載力計(jì)算的框架柱由地震效應(yīng)控制的基本組合表(C柱)層數(shù)重力荷載代表值水平地震作用水平地震作用Nmax相應(yīng)的MNmin相應(yīng)的M︱M︱max相應(yīng)的N①②③組合項(xiàng)目數(shù)值組合項(xiàng)目數(shù)值組合項(xiàng)目數(shù)值12上M①+②①+③①+②N下MNV7上M①+②①+③①+②N下MNV2上M①+②①+③①+②N下MNV1上M①+②①+③①+②N下MNV 用于承載力計(jì)算的框架柱由活荷載效應(yīng)控制的基本組合表(C柱)層數(shù)恒載活載左風(fēng)右風(fēng)Nmax相應(yīng)的MNmin相應(yīng)的M︱M︱max相應(yīng)的N①②③④組合項(xiàng)目數(shù)值組合項(xiàng)目數(shù)值組合項(xiàng)目數(shù)值11上M①+②+③①+②+④①+②+③N下M①+②+③①+②+④①+②+③NV10上M①+②+③①+②+④①+②+③N下M①+②+③①+②+④①+②+③NV6上M①+②+③①+②+④①+②+③N下M①+②+③①+②+④①+②+③NV3上M①+②+③①+②+④①+②+③N下M①+②+③①+②+④①+②+③NV 用于承載力計(jì)算的框架柱由永久荷載效應(yīng)控制的基本組合表(C柱)層數(shù)恒載活載Nmax相應(yīng)的MNmin相應(yīng)的M︱M︱max相應(yīng)的N①②組合項(xiàng)目數(shù)值組合項(xiàng)目數(shù)值組合項(xiàng)目數(shù)值11上M①+②①+②①+②N下M①+②①+②①+②NV10上M①+②①+②①+②N下M①+②①+②①+②NV6上M①+②①+②①+②N下M①+②①+②①+②NV3上M①+②①+②①+②N下M①+②①+②①+②NV 用于承載力計(jì)
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