【例】 計算如圖30所示鋼架工程量?!窘狻俊、俑拱濉?0.4+0.05-0.016)×0.006×10.278×7.85t=0.210t; 翼緣 (0.18+0.05)×0.008×(10.278+10.522)×7.85×2t=0.601t;②-140×6:0.14×0.006×0.14×7.85×8t=0.0074t;③-80×6:0.08×0.006×0.13×7.85×8t=0.0039t;④-85×8:0.085×0.008× (共 681 字) [閱讀本文] >>
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 【例】 計算如圖30所示鋼架工程量?!窘狻俊、俑拱濉?0.4+0.05-0.016)×0.006×10.278×7.85t=0.210t; 翼緣 (0.18+0.05)×0.008×(10.278+10.522)×7.85×2t=0.601t;②-140×6:0.14×0.006×0.14×7.85×8t=0.0074t;③-80×6:0.08×0.006×0.13×7.85×8t=0.0039t;④-85×8:0.085×0.008× (共 681 字) [閱讀本文] >>