土木工程毕业设计（论文）-五层框架教学楼设计

横墙Р667.8576Р底层内墙Р纵墙Р970.0112Р横墙Р2601.6312Р底层其它墙Р1437.408Р二~五外墙Р纵墙Р2243.52Р5536.3952Р横墙Р387.144Р二~五内墙Р纵墙Р563.96Р横墙Р1473.8952Р二~五层其它墙Р867.9061Р 门窗荷载计算:Р M1、M5采用钢框门;Р M2采用木门; Р M3、M4、M6 ;Р C1、C2、C3、C4、C5、C6、C7采用铝合金窗;Р表3-4门窗重力荷载标准值РThe table 3-4 doors and windows gravity lotuses carry the standard valueР名称Р位置Р合计,KNР窗Р底层Р68.136Р二层至五层Р31.668Р门Р底层Р69.864Р二层至五层Р25.62Р2.3.5 楼梯间重力荷载计算Р楼梯间: 1002.5 KNР2.3.6女儿-Р女儿墙重: [76.1 × 2+13.4 × 2] × 0.10 × 1.2 × cos30。× 25 = 465.042 KNР墙体实际重力荷载(除了门窗洞口墙体)Р首层:9535.7624-(1.8 × 2.1×4+2.1×1.5×26+2.5×1.7×12+0.9×1.7×24+0.6×0.6×2)×6.84- (1.0×2.1×8+0.9×2.1×22+1.8×2.1×6+0.9×2.1×2+0.9×2.1×2)×3.68=7941.0944KNР 标准层:5536.3952-(2.1 × 1.5×26+2.5×1.7×12+0.9×1.7×24+0.9×1.2×4+0.6×0.6×2)×6.84-(1.0×2.1×8+0.9×2.1×22+1.8×2.1×6+0.9×2.1×2+0.9×2.1×2)×3.68=3073.17454KNР2.3.7 重力荷载代表值及荷载分层汇总