您的当前位置:首页正文

独立基础计算表格

2023-10-06 来源:尚车旅游网
工程名称:巢湖******8#楼计算清单(独立基础,一般配筋)序号独基编号个数横长纵宽保护层起步距离X向配筋X向配筋12345678910j1j2j3j4j5j6j7j8j9tj1612321022262200024003300230028002800290022002300350020002400330023002800320041002200360098004040404040404040404075757575757575757575Ф12@150Ф12@150Ф12@150Ф12@100Ф12@100Ф12@100Ф12@150Ф12@150Ф12@120Ф12@120Ф12@100Ф12@150Ф12@100Ф12@150Ф12@150Ф12@150Ф12@100Ф12@150Ф16@100Ф8@20010tj11300030004075Ф14@200Ф14@2001.1

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

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)

11.01

123456782.51.52.52.52.52.52.52.56.011.21.26.011.21.21.21.260281

2.51.2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向钢筋重量小计1.92m142.32m173.22m332.22m162.72m242.72m322.82m412.12m152.22m363.42m981.92m1423.8823424kg23.882kg286.5881kg2.32m2435.0416512kg49.471kg1014.147kg3.22m3394.4098848kg94.41kg566.4593kg2.22m1631.5588096kg31.559kg126.2352kg2.72m2457.9999744kg58kg1159.999kg3.12m1977.3332992kg52.669kg260.0048kg4.02m20102.7260576kg71.434kg348.3197kg2.12m1528.253664kg28.254kg113.0147kg3.52m1671.0073216kg50.039kg726.2791kg9.72m18529.3919232kg69.088kg1196.96kg5798.007kg2.92m162.92m1652.0975056kg52.098kg104.195kg现的对象。

因篇幅问题不能全部显示,请点此查看更多更全内容