:边跨框架梁及侧梁粉刷4.84/m边跨填充墙自重8KN/m中跨框架梁及侧梁粉刷2.488/m因此,作用在中间层框架梁上的线荷载为:gAB1=gCD1=8+4.84=12.84KN/mgBC1=2.488KN/mgAB2=gCD2=4×5.7=22.8KN/mgBC2=4×2.7=10.8KN/mc)屋面框架节点集中荷载标准值边柱连系梁梁自重0.2×0.5×5.7×25=14.25kN粉刷0.02×(0.5-0.1)×2×5.7×17=1.55kN连系梁传来的屋面自重0.5×5.7×0.5×5.7×4=32.49kN顶层边节点集中荷载G5D=G5A=48.29kN中柱连系梁自重0.25×0.5×5.7×25=14.25kN粉刷0.02×(0.5-0.1)×2×5.7×17=1.55kN连系梁传来的屋面荷载0.5×(5.7+5.7-2.7)×1.35×4=23.49kN0.5×5.7×0.5×5.7×4=32.49kN顶层中节点集中荷载G5B=G5C=71.78kNd)楼面框架节点集中荷载标准值边柱连系梁自重0.2×0.5×5.7×25=14.25kN粉刷0.02×(0.5-0.1)×2×5.7×17=1.55kN墙体自重5.7×8=45.6kN框架柱自重0.5×0.5×3.3×25=20.63kN连系梁传来的楼面自重0.5×5.7×0.5×5.7×4=32.49kN中间层边节点集中荷载114.52Kn中柱连系梁自重0.2×0.5×5.7×25=14.25kN中柱粉刷0.02×(0.5-0.1)×2×5.7×17=1.55kN墙体自重5.7×8=45.6kN框架柱自重0.5×0.5×3.3×25=20.63kN连系梁传来的楼面荷载0.5×(5.7+5.7-2.7)×1.35×4=23.49kN0.5×5.7×0.5×5.7×4=32.49kN中间层终结点集中荷载137.95Kn
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