常用结构计算方法汇编之热轧普通槽钢截面特性表.pdf

上传人:风**** 文档编号:965293 上传时间:2024-03-19 格式:PDF 页数:2 大小:505.81KB
下载 相关 举报
常用结构计算方法汇编之热轧普通槽钢截面特性表.pdf_第1页
第1页 / 共2页
常用结构计算方法汇编之热轧普通槽钢截面特性表.pdf_第2页
第2页 / 共2页
亲,该文档总共2页,全部预览完了,如果喜欢就下载吧!
资源描述

1、热轧普通槽钢截面特性表 r1rxxyyhbz0(b-d)/2t斜度1:10y1y1dh高度b翼缘宽度d腹板厚度t翼缘平均厚度r内弧圆半径I截面惯性矩W截面抵抗矩S半截面面积矩i 回转半径r1翼缘圆弧半径z0形心距离 x-x y-y y1-y1 尺寸(mm)Wx Sx Wymin Wymax 型号 h b d t r r1 截面面积(cm2)质量(kg/m)Ix(cm4)(cm3)ix(cm)Iy(cm4)(cm3)iy(cm)Iy1(cm4)z0(cm)5 50374.5 7.0 7.03.506.925.4326.0 10.46.4 1.948.3 3.5 6.2 1.1020.9 1.35

2、 6.3 63404.8 7.5 7.53.758.456.6351.2 16.39.8 2.4611.94.6 8.5 1.1928.3 1.39 8 80435.0 8.0 8.04.0010.248.04101.3 25.315.13.1516.65.8 11.71.2737.4 1.42 10 100485.3 8.5 8.54.2512.7410.00198.3 39.723.53.9425.67.8 16.91.4254.9 1.52 12.6 126535.5 9.0 9.04.5015.6912.31388.5 61.736.44.9838.010.323.91.5677.8

3、1.59 14a 140586.0 9.5 9.54.7518.5114.53563.7 80.547.55.5253.213.031.21.70107.21.71 137x-x y-y y1-y1 尺寸(mm)Wx Sx Wymin Wymax 型号 h b d t r r1 截面面积(cm2)质量(kg/m)Ix(cm4)(cm3)ix(cm)Iy(cm4)(cm3)iy(cm)Iy1(cm4)z0(cm)14b 140608.0 9.5 9.54.7521.3116.73609.4 87.152.45.3561.214.136.61.69120.61.67 16a 160636.5 10

4、.0 10.05.0021.9517.23866.2 108.3 63.96.2873.416.340.91.83144.11.79 16b 160658.5 10.0 10.05.0025.1519.75934.5 116.8 70.36.1083.417.647.61.82160.81.75 18a 180687.0 10.5 10.55.2525.6920.171272.7141.4 83.57.0498.620.052.31.96189.71.88 18b 180709.0 10.5 10.55.2529.2922.991369.9152.2 91.66.84111.021.560.3

5、1.95210.11.84 20a 200737.0 11.0 11.05.5028.8322.631780.4178.0 104.77.86128.024.263.82.11244.02.01 20b 200759.0 11.0 11.05.5032.8325.771913.7191.4 114.77.64143.625.973.72.09268.41.95 22a 220777.0 11.5 11.55.7531.8424.992393.9217.6 127.68.67157.828.275.12.23298.22.10 22b 220799.5 11.5 11.55.7537.2229.

6、222571.3233.8 139.78.31172.429.484.82.15326.32.03 25a 250787.0 12.0 12.06.0034.9127.403359.1268.7 157.89.81175.830.785.12.24324.82.07 25b 250809.0 12.0 12.06.0039.9131.333619.5289.6 173.59.52196.432.798.52.22355.11.99 25c 2508211.0 12.0 12.06.0044.9135.253879.9310.4 189.19.30215.934.6110.12.19388.61

7、.96 28a 280827.5 12.5 12.56.2540.0231.424752.5339.5 200.210.90217.935.7104.12.33393.32.09 28b 280849.5 12.5 12.56.2545.6235.815118.4365.6 219.810.59241.537.9119.32.30428.52.02 28c 2808611.5 12.5 12.56.2551.2240.215484.2391.7 239.410.35264.140.0132.62.27467.31.99 32a 320888.0 14.0 14.07.0048.5038.077

8、510.6469.4 276.912.44304.746.4136.22.51547.52.24 32b 3209010.0 14.0 14.07.0054.9043.108056.8503.5 302.512.11335.649.1155.02.47592.92.16 32c 3209212.0 14.0 14.07.0061.3048.128602.9537.7 328.111.85365.051.6171.52.44642.72.13 36a 360969.0 16.0 16.08.0060.8947.8011874.1659.7 389.913.96455.063.6186.22.73

9、818.52.44 36b 3609811.0 16.0 16.08.0068.0953.4512651.7702.9 422.313.63496.666.9209.22.70880.52.37 36c 36010013.0 16.0 16.08.0075.2959.1013429.3746.1 454.713.36536.570.0229.52.67948.02.34 40a 40010010.5 18.0 18.09.0075.0458.9117577.7878.9 524.415.30592.078.8237.62.811057.82.49 40b 40010212.5 18.0 18.09.0083.0465.1918644.3932.2 564.414.98640.682.6262.32.781135.72.44 40c 40010414.5 18.0 18.09.0091.0471.4719711.0985.5 604.414.71687.786.2284.42.751220.22.42 138

展开阅读全文
相关资源
相关搜索
资源标签

当前位置:首页 > 建筑施工 > 施工组织方案

版权声明:以上文章中所选用的图片及文字来源于网络以及用户投稿,由于未联系到知识产权人或未发现有关知识产权的登记,如有知识产权人并不愿意我们使用,如有侵权请立即联系:2622162128@qq.com ,我们立即下架或删除。

Copyright© 2022-2024 www.wodocx.com ,All Rights Reserved |陕ICP备19002583号-1 

陕公网安备 61072602000132号     违法和不良信息举报:0916-4228922