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钢立柱计算公式

来源:华拓网
钢板计算公式编号123456789101112131415161718192021222324型材种类钢板(9.48)钢板(9.49)钢板(9.50)钢板(9.51)钢板(9.52)钢板(9.53)钢板(9.54)钢板(9.55)钢板(9.56)钢板(9.57)钢板(9.58)钢板(9.59)钢板(9.60)钢板(9.61)钢板(9.62)钢板(9.63)钢板(9.64)钢板(10.88)钢板(10.28)钢板(10.28)钢板(10.28)钢板(10.28)钢板(10.28)钢板(11.08)长0.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.4宽0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.2单体面积(m2)0.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.08系数7.857.857.857.857.857.857.857.857.857.857.857.857.857.857.857.857.857.857.857.857.857.857.857.8525262728钢板(11.68)钢板(11.68)钢板(10.68)钢板(2)0.40.40.40.40.20.20.20.20.080.080.080.08合计7.857.857.857.85备注:钢板(kg/m2)W= 7.85 ×dd= 厚

算公式板厚(mm)101010101010101010101010101010101010101010101010单体重量(kg)6.286.286.286.286.286.286.286.286.286.286.286.286.286.286.286.286.286.286.286.286.286.286.286.28数量606060606060606060606060606060606072686868687272总重量376.8376.8376.8376.8376.8376.8376.8376.8376.8376.8376.8376.8376.8376.8376.8376.8376.8452.16427.04427.04427.04427.04452.16452.1610101086.286.286.285.0247878701081842

489.84489.84439.6542.59211432.112

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