梁板配筋表.doc
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梁板配筋表.doc
板配筋表钢筋间距(mm)钢筋直径(mm)为下列数值时每米板宽内的钢筋截面面积(mm2)678910121416182022252828.338.550。263.678.5113.0153.9201.0254。3314。0379.9490。6615。45056677010041272157022603078402050866280759898121230870404550717909112116142199287136334486542770098791753775136698481047150720522
梁板配筋表.doc
板配筋表钢筋间距(mm)钢筋直径(mm)为下列数值时每米板宽内的钢筋截面面积(mm2)678910121416182022252828.338.550。263.678.5113.0153.9201.0254。3314。0379.9490。6615。45056677010041272157022603078402050866280759898121230870404550717909112116142199287136334486542770098791753775136698481047150720522
梁板配筋表.doc
梁板配筋表优质资料(可以直接使用,可编辑优质资料,欢迎下载)板配筋表钢筋间距(mm)钢筋直径(mm)为下列数值时每米板宽内的钢筋截面面积(mm2)678910121416182022252828.338.550.263.678.5113.0153.9201.0254.3314.0379.9490.6615.45056677010041272157022603078450866280759898121230870404550717909112116142199287136334486542770098791
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
2010新规范实用梁板配筋表.docx
一、钢筋的计算截面面积及理论重量公称直径mm不同根数钢筋的计算截面面积/mm2单根钢筋理论重量(kg/m)123456789628.357851131421701982262550.2226.533.2661001331661992322652990.260850.31011512012523023524024530.3958.252.81061582112643173704234750.4321078.51572363143934715506287070.61712113.122633945256567