1、附件1:內內部部洋洋房房塔塔樓樓結結構構限限額額設設計計指指標標(20202020年年V1V1集集團團版版)一一、洋洋房房塔塔樓樓結結構構限限額額設設計計指指標標表表(表表1 1)版版本本2019V1.02019V1.0地地震震荷荷載載風風荷荷載載7 7層層以以下下711711層層12191219層層且且60m60m20262026層層且且80m80m2727層層以以上上且且100m100m每每平平米米含含鋼鋼量量6(0.05g)6(0.05g)低低風風壓壓Wk0.45Wk0.45282830303333363640406(0.05g)6(0.05g)高高風風壓壓0.45Wk0.600.45W
2、k0.60282830303434383844447(0.10g)7(0.10g)Wk0.60Wk0.60323234343737404044447(0.15g)7(0.15g)Wk0.60Wk0.60363636364040444450508(0.20g)8(0.20g)Wk0.60Wk0.60404042424545494954548(0.30g)8(0.30g)Wk0.60Wk0.6044444646505054546060混混凝凝土土折折算算厚厚度度6(0.05g)6(0.05g)低低風風壓壓0.450.450.260.260.280.280.320.320.340.340.360.3
3、66(0.05g)6(0.05g)高高風風壓壓0.45Wk0.600.45Wk0.600.260.260.280.280.320.320.340.340.380.387(0.10g)7(0.10g)Wk0.60Wk0.600.280.280.300.300.350.350.370.370.400.407(0.15g)7(0.15g)Wk0.60Wk0.600.300.300.320.320.360.360.390.390.420.428(0.20g)8(0.20g)Wk0.60Wk0.600.320.320.340.340.390.390.410.410.440.448(0.30g)8(0.30g)Wk0.60Wk0.600.340.340.360.360.420.420.440.440.460.46說說明明:(一)使用說明1.本限額指標表適用于普通住宅項目,不適用于別墅項目、公共建筑項目