“尋綠”提供軟件之6：條形均布荷載作用下的分布應(yīng)力系數(shù)

1、條形均布荷載作用下的分布應(yīng)力系數(shù)P01荷載半寬1XZ水平應(yīng)力系數(shù) KX剪切應(yīng)力系數(shù) KG豎向應(yīng)力系數(shù) KZ水平向應(yīng)力系數(shù) KXZ/X1 1. .5 53 37 75 52 23 36 6Z/X1 1. .0 00 00 00 02 27 79 91 10 0. .1 19 99 93 34 45 58 80 0. .0 00 01 10 0. .4 49 99 96 67 75 59 9X水平向應(yīng)力系數(shù) KXX/Z Z 0.8 Z 0.5 Z 0.2XB1 豎向應(yīng)力系數(shù)0.82-2.3311.5-5.41101.540.971-0.05-0.969-5.9320.943-0.1-5.992.1

2、10.915-0.15-1.2561.950.887-0.21.50.859-0.25-1.490.971-0.050.711-0.50.943-0.10.536-0.75-2.030.915-0.150.35-0.930.887-0.20.2-1.020.859-0.250-1.06-2.260.711-0.50.536-0.750.35-0.930.2-1.02X豎向應(yīng)力系數(shù)0.80-1.060.971-0.050.943-0.12.0550.915-0.151.9330.887-0.21.7390.859-0.251.4490.711-0.510.536-0.750.35-0.930.2

3、-1.020-1.06X 豎向應(yīng)力系數(shù)0.51-0.011-0.3190.971-0.9690.915-1.2560.859-1.490.536-2.030-2.26X 豎向應(yīng)力系數(shù)0.2101.54-12-2.332.11-3.51.95-4.51.5-5.40.971-5.930-6.26XB1 水平應(yīng)力系數(shù)0.8XB1 水平應(yīng)力系數(shù)0.5XB10.99701010.859-0.0440.887-0.1521.540.711-0.0810.711-0.27420.536-0.1150.536-0.3512.110.35-0.1410.35-0.4041.950.2-0.1540.2-0.4

4、31.50-0.160-0.4410.9710.9430.9150.8870.8590.7110.5360.350.202.0551.9331.7391.4491 豎向應(yīng)力系數(shù)0.5 豎向應(yīng)力系數(shù)0.2 水平應(yīng)力系數(shù)0.8 水平應(yīng)力系數(shù)0.5水平應(yīng)力系數(shù)0.2-0.01-0.31900-1.13-1-1.357-2.33-1.29-3.5-1.114-4.5-1.316-5.4-1.35-0.969-5.93-1.107-1.098-1.256-1.078-0.152-1.067-1.49-0.044-1.051-0.081-0.274-0.989-2.03-0.115-0.351-0.955

5、-0.141-0.404-0.946-0.154-0.43-0.946-2.26-6.26-0.16-0.441-0.946-0.8-0.6-0.4-0.20 0.8倍豎向應(yīng)力分布圖1.210.80.60.40.20-1.2-1-0.8-0.6-0.4-0.20X/B1Z/B1豎向應(yīng)力系數(shù)0.80.5倍豎向應(yīng)力分布圖1.210.80.60.40.20-2.5-2-1.5-1-0.50X/B1Z/B1豎向應(yīng)力系數(shù)0.5條形均布荷載下的應(yīng)力分布圖2.521.510.50-7-6-5-4-3-2-10X/B1Z/B1豎向應(yīng)力系數(shù)0.8豎向應(yīng)力系數(shù)0.5豎向應(yīng)力系數(shù)0.2水平應(yīng)力系數(shù)0.8水平應(yīng)力系數(shù)

6、0.5水平應(yīng)力系數(shù)0.2水平應(yīng)力系數(shù)0.2-1.13-1.357-1.29-1.114-1.316-1.35-1.107-1.098-1.078-1.067-1.051-0.989-0.955-0.946-0.946-0.946-0.8-0.6-0.4-0.20 0.2倍豎向應(yīng)力分布圖2.521.510.50-7-6-5-4-3-2-10X/B1Z/B1豎向應(yīng)力系數(shù)0.20.5倍水平應(yīng)力系數(shù)分布圖1.210.80.60.40.20-0.5-0.45-0.4-0.35-0.3-0.25-0.2-0.15-0.1-0.050X/B1Z/B1水平應(yīng)力系數(shù)0.50.5倍豎向應(yīng)力分布圖1.210.80.

7、60.40.20-2.5-2-1.5-1-0.50X/B1Z/B1豎向應(yīng)力系數(shù)0.5條形均布荷載下的應(yīng)力分布圖2.521.510.50-7-6-5-4-3-2-10X/B1Z/B1豎向應(yīng)力系數(shù)0.8豎向應(yīng)力系數(shù)0.5豎向應(yīng)力系數(shù)0.2水平應(yīng)力系數(shù)0.8水平應(yīng)力系數(shù)0.5水平應(yīng)力系數(shù)0.20.2倍水平應(yīng)力系數(shù)分布圖2.521.510.50-1.6-1.4-1.2-1-0.8-0.6-0.4-0.20X/B1Z/B1水平應(yīng)力系數(shù)0.20.5倍水平應(yīng)力系數(shù)分布圖1.210.80.60.40.20-0.5-0.45-0.4-0.35-0.3-0.25-0.2-0.15-0.1-0.050X/B1Z/B

8、1水平應(yīng)力系數(shù)0.50.8倍水平應(yīng)力分布圖1.210.80.60.40.20-0.18-0.16-0.14-0.12-0.1-0.08-0.06-0.04-0.020X/B1Z/B1水平應(yīng)力系數(shù)0.8 0.8倍豎向應(yīng)力分布圖1.210.80.60.40.20-1.2-1-0.8-0.6-0.4-0.20X/B1Z/B1豎向應(yīng)力系數(shù)0.80.5倍豎向應(yīng)力分布圖1.210.80.60.40.20-2.5-2-1.5-1-0.50X/B1Z/B1豎向應(yīng)力系數(shù)0.5條形均布荷載下的應(yīng)力分布圖2.521.510.50-7-6-5-4-3-2-10X/B1Z/B1豎向應(yīng)力系數(shù)0.8豎向應(yīng)力系數(shù)0.5豎向應(yīng)

9、力系數(shù)0.2水平應(yīng)力系數(shù)0.8水平應(yīng)力系數(shù)0.5水平應(yīng)力系數(shù)0.20.5倍豎向應(yīng)力分布圖1.210.80.60.40.20-2.5-2-1.5-1-0.50X/B1Z/B1豎向應(yīng)力系數(shù)0.5條形均布荷載下的應(yīng)力分布圖2.521.510.50-7-6-5-4-3-2-10X/B1Z/B1豎向應(yīng)力系數(shù)0.8豎向應(yīng)力系數(shù)0.5豎向應(yīng)力系數(shù)0.2水平應(yīng)力系數(shù)0.8水平應(yīng)力系數(shù)0.5水平應(yīng)力系數(shù)0.2 0.2倍豎向應(yīng)力分布圖2.521.510.50-7-6-5-4-3-2-10X/B1Z/B1豎向應(yīng)力系數(shù)0.20.5倍水平應(yīng)力系數(shù)分布圖1.210.80.60.40.20-0.5-0.45-0.4-0.35-0.3-0.25-0.2-0.15-0.1-0.050X/B1Z/B1水平應(yīng)力系數(shù)0.5條形均布荷載下的應(yīng)力分布圖2.521.510.50-7-6-5-4-3-2-10X/B1Z/