2×6×14 =290.64 kN.Рe.纵向框架梁自重:0.44×4.44×72=140.66kNРf.次粱自重: 0.31×52×4.44=101.59kNРg.框架柱自重:(0.95×28+ 1.37×28)×3.9=253.34kNРh.钢楼梯自重和卫生间自重(已考虑在楼面恒荷中)Рj.活荷载: 2×62.7×21.3=2671kNРG3 =+0.5活=5118.88+2003.82+2922.6+290.64+140.66+101.59+253.34+0.5×2671=12167.03kNРG1=第一层上半部+第二层下半部:Р 第二层下半部:Рa. 楼面: 3.60×(62.7×21.3+2×4.8×9)=5118.88kNРb.外墙:4.2×2×(63+21.6)×3.9/2-(3.41×27+1.89×2)×(4.2-0.3)=982.449 kNРc. 内墙:2.48×304.78×3.9/2m -21.9×1.95×(2.48-0.2)+ 69.7×3.9 /2×0.43- 11.7×1.95 ×(0.43-0.2)kN/ m2=1429.78kNРd. 横向框架梁自重: 1.24×9×14 +0.80×2×6×14 =290.64 kNРe. 纵向框架梁自重: 0.44×4.44×72=140.66kNРf. 次粱自重: 0.31×52×4.44=101.59kNРg. 框架柱自重:(0.95×28+ 1.37×28)×3.9/2=126.67kNРh. 活荷载2.0×62.7×21.3=2671.02kNР第一层上半部:Рa.外墙:4.2×2×(63+21.6)×4.2/2-(3.37×14+1.8×4)×(4.2-0.3) -1.2×36×(4.2-0.3 ) =1111.78kNРb.内墙:2.48×238.38×4.2/2 =1241.48 kN
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