序号独基编号是否对称横长纵宽起步距保护层横向配筋横向配筋横向钢筋长度1DJ1对称2000120075401▁12@1001▁12@100不缩进2▁@2▁@1DJ1对称2500120075401▁12@1001▁12@100不缩进2▁@2▁@1DJ1对称2100120075401▁12@1001▁12@100不缩进2▁@2▁@缩进10%缩进10%缩进10%横向钢筋长度根数横向小计1920###230402420###290402020###24240工程名称：序号独基编号个数横长纵宽保护层起步距离1j16200020004075Ф12@150Ф12@1502j212240024004075Ф12@150Ф12@1003j33330033004075Ф12@100Ф12@1004j42230023004075Ф12@150Ф12@1505j510280028004075Ф12@120Ф12@1206j62280032004075Ф12@100Ф12@1507j72290041004075Ф12@100Ф12@1508j82220022004075Ф12@150Ф12@1509j96230036004075Ф12@100Ф12@15010tj12350098004075Ф16@100Ф8@20010tj11300030004075Ф14@200Ф14@20011.011.112.56.01621.51.2032.51.22142.56.01852.51.262.51.272.51.282.51.22.51.2巢湖******8#楼计算清单(独立基础，一般配筋X向配筋X向配筋1、INT,将数字向下舍入到最接近的整数。2、CEILING,将参数Number向上舍入（沿绝对值增大的方向）为最接近的数3、FLOOR,将参数Number沿绝对值减小的方向向下舍入4、EVEN,返回沿绝对值增大方向取整后最接近的偶数。使用该函数可以处理那些成对出现的对象。5、ROUND,返回某个数字按指定位数取整后的数字。6、ROUNDUP,远离零值，向上舍入数字。7、ROUNDDOWN,靠近零值，向下（绝对值减小的方向）舍入数字。8、四舍五入，用=INT（0.5+原值)小计1.92m141.92m1423.8823424kg23.8823kg286.5881kg2.32m172.32m2435.0416512kg49.4706kg1014.147kg3.22m333.22m3394.4098848kg94.4099kg566.4593kg2.22m162.22m1631.5588096kg31.5588kg126.2352kg2.72m242.72m2457.9999744kg58kg1159.999kg2.72m323.12m1977.3332992kg52.6691kg260.0048kg2.82m414.02m20102.7260576kg71.4338kg348.3197kg2.12m152.12m1528.253664kg28.2537kg113.0147kg2.22m363.52m1671.0073216kg50.0392kg726.2791kg3.42m989.72m18529.3919232kg69.0882kg1196.96kg5798.007kg2.92m162.92m1652.0975056kg52.0975kg104.195kg，一般配筋)X向钢筋长度/根数Y向钢筋长度/根数X向钢筋重量X向钢筋重量序号独基编号横长纵宽保护层起步距离1j1200020004075Ф12@150Ф12@15024075Ф@Ф@34075Ф@Ф@44075Ф@Ф@X向配筋X向配筋1.92m141.92m1423.9kg23.882kgX向钢筋长度/根数Y向钢筋长度/根数X向钢筋重量X向钢筋重量
