梁配筋、配箍筋-板钢筋-柱箍筋-表.pdf

梁箍筋算法箍筋2 肢箍3 肢箍4 肢箍62000.28 0.42 0.57 61500.38 0.57 0.75 61000.57 0.57 0.57 82000.50 0.75 1.01 81500.67 1.01 1.34 81001.01 1.51 2.01 102000.79 1.18 1.57 101501.05 1.57 2.09 101001.57 2.36 3.14 122001.13 1.70 2.26 121501.51 2.26 3.02 121002.26 3.39 4.52 142001.59 2.39 3.19 141502.12 3.19 4.25 141003.19 4.78 6.37 梁配钢筋钢筋的计算截面面积及公称质量表计算截面面积（当根数为 n 时）直径 D1234567891012113.12263394525666797929051018113114153.9308462616770923107712311385153916201.140260380410061207140816091810201118254.5509764101812731527178220362291254520314.2628943125715711885219925142828314222380.17601140152019012281266130413421380125490.998214731964245529453436392744184909板钢筋板钢筋的计算截面面积表计算截面面积（当间距为 n 时）直径 D100125150180200628322618815714185034023352792511078562852343639212113190475462856514153912311026855769按一级筋算时，配二级筋面积（当间距为 n 时）*1.4（210/300）直径 D1001251501802006396.2316.4263.2219.8197.48704.2562.8469390.6351.4101099879.2732.2610.4548.8121583.41265.61055.6879.2791142154.61723.41436.411971076.6柱箍筋配筋面积