筒仓底板钢筋计算

圆形钢筋的计算序号钢筋间距钢筋根数10.1667.1520.1667.1530.1667.1540.1667.1550.1667.1560.1667.1570.1667.1580.1667.1590.1667.15100.1667.15110.1667.15120.1667.15130.1667.15140.1667.15150.1667.15160.1667.15170.1667.15180.1667.15190.1667.15200.1667.15210.1667.15220.1667.15230.1667.15240.1667.15250.1667.15260.1667.15270.1667.15280.1667.15290.1667.15300.1667.15310.1667.15320.1667.15330.1667.15340.1667.15计算长度搭接长度锚固长度计算结果10.89930.40.211.499310.88520.40.211.485210.861660.40.211.4616610.828610.40.211.4286110.785970.40.211.3859710.733630.40.211.3336310.671440.40.211.2714410.599230.40.211.1992310.516790.40.211.1167910.423880.40.211.0238810.320210.40.210.9202110.205470.40.210.8054710.079270.40.210.679279.9411680.40.210.541179.790670.40.210.390679.6271910.40.210.227199.4500590.40.210.050069.2584890.40.29.8584899.0515640.40.29.6515648.8282060.40.29.4282068.5871310.40.29.1871318.3268010.40.28.9268018.0453470.40.28.6453477.7404660.40.28.3404667.4092660.40.28.0092667.0480360.40.27.6480366.6518880.40.27.2518886.2141460.40.26.8141465.7252790.40.26.3252795.1708045.1708044.5266784.5266783.7469483.7469482.7172812.7172810.723060.72306000000286.3911303.7911计算说明：

钢筋间距 按钢筋根数 按每行向下拖拉第一个序号为第一个序号为最后显示的计

序号钢筋间距钢筋根数00.1652.1310.1652.1320.1652.1330.1652.1340.1652.1350.1652.1360.1652.1370.1652.1380.1652.1390.1652.13100.1652.13110.1652.13120.1652.13130.1652.13140.1652.13150.1652.13160.1652.13170.1652.13180.1652.13190.1652.13200.1652.13210.1652.13220.1652.13230.1652.13240.1652.13250.1652.13260.1652.13270.1652.13280.1652.1329计算长度搭接长度锚固长度计算结果8.50080.40.29.10088.4947750.40.29.0947758.4766740.40.29.0766748.4464190.40.29.0464198.403880.40.29.003888.3488680.40.28.9488688.2811350.40.28.8811358.2003660.40.28.8003668.1061710.40.28.7061717.9980750.40.28.5980757.8755060.40.28.4755067.7377780.40.28.3377787.5840620.40.28.1840627.4133660.40.28.0133667.2244860.40.27.8244867.0159530.40.27.6159536.7859560.40.27.3859566.5322280.40.27.1322286.251880.40.26.851885.9411450.40.26.5411455.5949620.40.26.1949625.2062660.40.25.8062664.7646620.40.25.3646624.2537040.40.24.8537043.6443380.40.24.2443382.8746480.40.23.4746481.7439040.40.22.343904#NUM!0.40.2#NUM!#NUM!0.40.2#NUM!#NUM!#NUM!00000000000000#NUM!#NUM!明：

距 按设计输入

数 按圆的直径÷钢筋间距再减1下拖拉

序号为0时，有一根钢筋过圆心，即总根数为奇数序号为1时，有一根钢筋过圆心，即总根数为偶数示的计算长度是半圆部分的单向钢筋分布长度