电缆桥架支架重量自动计算表

只需填入桥架长度、梁高、距梁高度，其他自动计算，其他已锁定如需更改密码123桥架宽度(A+20+B+20)*2桥架桥架桥架长度M结构梁高距梁高度支架间距单吊长度吊框长度吊杆个50508001001.58802802100508001001.588038021001004002001.55804802桥架宽度暂取中间图纸确定D+E+BA+100值桥架桥架桥架长度M结构梁高距梁高度支架间距单吊长度横梁长度吊杆个1001504002001.57502002200504002001.565030022001004002001.570030022001504002001.57503002桥架桥架桥架长度M结构梁高距梁高度支架间距单吊长度横梁长度吊杆个3001007002001.5100040023001509001001.5115040023002004002001.580040024001004002001.570050024001504002001.575050024002004002001.58005002桥架桥架桥架长度M结构梁高距梁高度支架间距单吊长度横梁长度吊杆个5001006001001.580060025001506001001.585060025002006001001.590060025002506001001.595060026001509001001.5115070026002006001001.590070026003006001001.5100070028001509001001.5115090028003006001001.510009002桥架桥架桥架长度M结构梁高距梁高度支架间距单吊长度横梁长度吊杆个100015025001001.527501100210003006001001.5100011002120015025001001.527501300212004006001001.5110013002图纸确定取中间值D+E-20图集确定φ10吊架0.6170.6170.617图集确定φ10吊架比0.6170.6170.6170.617φ10吊架比0.6170.6170.6170.6170.6170.617φ10吊架比0.6170.6170.6170.6170.6170.6170.6170.6170.617φ12吊架比0.8880.8880.8880.888(A+20+B+20)*2桥架桥架桥架长度M结构梁高距梁高度支架间距单吊长度吊框长度吊杆个50506001001.56802802100506001001.568038021001006001001.56804802桥架宽度暂取中间图纸确定D+E+BA+100值桥架桥架桥架长度M结构梁高距梁高度支架间距单吊长度横梁长度吊杆个1501006001002800250220050600100275030022001001001002300300220015060010028503002桥架桥架桥架长度M结构梁高距梁高度支架间距单吊长度横梁长度吊杆个3001001000220040023001502001002450400230020060010029004002400100100100230050024001501001002350500240020060010029005002桥架桥架桥架长度M结构梁高距梁高度支架间距单吊长度横梁长度吊杆个5001006001002800600250015060010028506002500200600100290060025002506001002950600260015015001002175070026002006001002900700260030060010021000700280015060010028509002800300600100210009002桥架桥架桥架长度M结构梁高距梁高度支架间距单吊长度横梁长度吊杆个100015060010028501100210003006001002100011002120015060010028501300212004006001002110013002图纸确定取中间值D+E-20图集确定φ10吊架0.6170.6170.617图集确定φ10吊架比0.6170.6170.6170.617φ10吊架比0.6170.6170.6170.6170.6170.617φ10吊架比0.6170.6170.6170.6170.6170.6170.6170.6170.617φ12吊架比0.8880.8880.8880.888确定(G*I*J+H*K)/10C/FN*P00L30*3角铁比支架单支重量KG支架个数支架总重1.3731.470360.000.001.3731.607660.000.001.3731.374760.000.00(G*I*J+H*K)/1000支架单支重量KG1.40991.52871.59041.6521支架单支重量KG2.20282.38791.9562.07482.13652.1982支架单支重量KG3.24923.31093.37263.43434.05813.74963.8734.81214.627支架单支重量KG9.0315.9239.7856.8546确定L40*4角铁比2.4222.4222.4222.422L40*4角铁比2.4222.4222.4222.4222.4222.422L50*5型钢比3.773.773.773.773.773.773.773.773.77L50*5型钢比3.773.773.773.77C/F支架个数0.000.000.000.00支架个数0.000.000.000.000.000.00支架个数0.000.000.000.000.000.000.000.000.00支架个数0.000.000.000.00N*P支架总重0.000.000.000.00支架总重0.000.000.000.000.000.00支架总重0.000.000.000.000.000.000.000.000.00支架总重0.000.000.000.000.000.00当红蓝汇总量不同时 说明表格出现问

题

确定(G*I*J+H*K)/10C/FN*P00L30*3角铁比支架单支重量KG支架个数支架总重1.3731.223560.000.001.3731.360860.000.001.3731.498160.000.00(G*I*J+H*K)/1000支架单支重量KG1.59271.65211.09681.7755支架单支重量KG1.21561.52412.07941.58121.64292.3216支架单支重量KG3.24923.31093.37263.43434.79853.74963.8734.44194.627支架单支重量KG5.65665.9236.41066.8546确定L40*4角铁比2.4222.4222.4222.422L40*4角铁比2.4222.4222.4222.4222.4222.422L50*5型钢比3.773.773.773.773.773.773.773.773.77L50*5型钢比3.773.773.773.77C/F支架个数0.000.000.000.00支架个数0.000.000.000.000.000.00支架个数0.000.000.000.000.000.000.000.000.00支架个数0.000.000.000.00N*P支架总重0.000.000.000.00支架总重0.000.000.000.000.000.00支架总重0.000.000.000.000.000.000.000.000.00支架总重0.000.000.000.000.000.00