梁配筋、配箍筋_板钢筋_柱箍筋_表.doc

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1、梁箍筋算法箍筋2肢箍3肢箍4肢箍6@2000.280.420.576@1500.380.570.756@1000.570.570.578@2000.500.751.018@1500.671.011.348@1001.011.512.0110@2000.791.181.5710@1501.051.572.0910@1001.572.363.1412@2001.131.702.2612@1501.512.263.0212@1002.263.394.5214@2001.592.393.1914@1502.123.194.2514@1003.194.786.37板配钢

2、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）1234567891012113.12263394525666797929051018113114153.9308462616770923107712311385153916201.140260380410061207140816091810201

3、118254.5509764101812731527178220362291254520314.2628943125715711885219925142828314222380.17601140152019012281266130413421380125490.998214731964245529453436392744184909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）1001251501802006396.2316.4263.2219.8197.48704.2562.8469390.6351.4101099879.2

4、732.2610.4548.8121583.41265.61055.6879.2791142154.61723.41436.411971076.6