【例】 某鋼柱如圖26所示,計(jì)算其制作工程量?!窘狻俊、俑拱濉?310×16:(0.31+0.05)×0.016×5.6×7.85t=0.2532t②翼緣 -430×20:(0.43+0.05)×0.02×5.6×7.85×2t=0.844t③柱腳板 -530×20:0.53×0.02×0.53×7.85t=0.0441t④柱上蓋板 -480×20:0.48×0.02×0.5×7.85t=0. (共 692 字) [閱讀本文] >>
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 【例】 某鋼柱如圖26所示,計(jì)算其制作工程量?!窘狻俊、俑拱濉?310×16:(0.31+0.05)×0.016×5.6×7.85t=0.2532t②翼緣 -430×20:(0.43+0.05)×0.02×5.6×7.85×2t=0.844t③柱腳板 -530×20:0.53×0.02×0.53×7.85t=0.0441t④柱上蓋板 -480×20:0.48×0.02×0.5×7.85t=0. (共 692 字) [閱讀本文] >>