建筑工程计价课程设计1

筋计算钢筋号钢筋长度(m)钢筋根数(根)钢筋总长(m)11.0+0.24+0.62-0.015+(0.08-0.015*2)*2=1.945(6.0+1.5-0.24-0.05*2)/0.15+1+(6.0-0.24-0.05*2)/0.15+1=871.945*87=169.12520.9+0.24+0.62-0.015+(0.08-0.015*2)*2=1.845[(4.5-0.24-0.05*2)/0.1+1]*2=8610845*86=158.6731.0+1.0+0.24+(0.08-0.015*2)*2=2.34(4.5-0.24-0.05*2)/0.15+1=292.34*29=67.8641.0+0.8+0.24+(0.08-0.015*2)*2=2.14(6.0+1.5-0.24-0.05*2)/0.15+1=492.14*49=104.8656.0+1.5+2*6.25*0.008=7.6(4.5-0.24-0.05*2)/0.15+1=297.6*29=220.464.5+2*6.25*0.008=4.6(6.0+1.5-0.24-0.05*2)/0.15+1=494.6*49=225.473.5+2*6.25*0.008=3.6[(6.0-0.24-0.05*2)/0.1+1]*4=2323.6*232=835.283.0+2*6.25*0.008=3.1(6.0-0.24-0.05*2)/0.1+1=583.1*58=179.896.0+2*6.25*0.008=6.1[(3.5-0.24-0.05*2)/0.2+1]*4+(3.0-0.24-0.05*2)/0.2+1=836.1*83=506.3100.7+0.8+0.24+(0.08-0.015*2)*2=1.85(6.0-0.24-0.05*2)/0.15+1=391.85*39=72.15