梁配筋、配箍筋_板钢筋_柱箍筋_表汇.docVIP

梁箍筋算法箍筋2肢箍3肢箍4肢箍 HYPERLINK mailto:6@200 6@2000.280.420.57 HYPERLINK mailto:6@150 6@1500.380.570.75 HYPERLINK mailto:6@100 6@1000.570.570.57 HYPERLINK mailto:8@200 8@2000.500.751.01 HYPERLINK mailto:8@150 8@1500.671.011.34 HYPERLINK mailto:8@100 8@1001.011.512.01 HYPERLINK mailto:10@200 10@2000.791.181.57 HYPERLINK mailto:10@150 10@1501.051.572.09 HYPERLINK mailto:10@100 10@1001.572.363.14 HYPERLINK mailto:12@200 12@2001.131.702.26 HYPERLINK mailto:12@150 12@1501.512.263.02 HYPERLINK mailto:12@100 12@1002.263.394.52 HYPERLINK mailto:14@200 14@2001.592.393.19 HYPERLINK mailto:14@150 14@1502.123.194.25 HYPERLINK mailto:14@100 14@1003.194.786.37 板 配 钢 筋 板 配 筋直径D计算截面面积（当间距为n时）100125150180200628322618815714185034023352792001078562852343639212113190475462856514153912311026855769 梁配钢筋 钢筋的计算截面面积及公称质量表直径D计算截面面积（当根数为n时）1234567891012113.12263394525666797929051018113114153.9308462616770923107712311385153916201.140260380410061207140816091810201118254.5509764101812731527178220362291254520314.2628943125715711885219925142828314222380.17601140152019012281266130413421380125490.998214731964245529453436392744184909 板钢筋 按一级筋算时，配二级筋 直径D面积（当间距为n时）*1.4（210/300）1001251501802006396.2316.4263.2219.8197.48704.2562.8469390.6351.4101099879.2732.2610.4548.8121583.41265.61055.6879.2791142154.61723.41436.411971076.6