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| author | priyanka | 2015-06-24 15:03:17 +0530 |
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| committer | priyanka | 2015-06-24 15:03:17 +0530 |
| commit | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (patch) | |
| tree | ab291cffc65280e58ac82470ba63fbcca7805165 /764/CH4/EX4.6.a | |
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Diffstat (limited to '764/CH4/EX4.6.a')
| -rwxr-xr-x | 764/CH4/EX4.6.a/data4_6.sci | 13 |
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diff --git a/764/CH4/EX4.6.a/data4_6.sci b/764/CH4/EX4.6.a/data4_6.sci new file mode 100755 index 000000000..4990b0207 --- /dev/null +++ b/764/CH4/EX4.6.a/data4_6.sci @@ -0,0 +1,13 @@ +
+//(Design against Static Load) Example 4.6
+//Refer Fig.4.25
+//Data according to standard table h (mm)
+h = {150,175,200,225,250}
+//Ixx (mm4)
+Ixx = {(688.2 * (10^4)), (1096.2 * (10^4)), (1696.6 * (10^4)), (2501.9 * (10^4)), (3717.8 * (10^4))}
+//Total weight of the bars W (kN)
+W = 75
+//Permissible bending stress sigmab (N/mm2)
+sigmab = 165
+//Length of cantilever beam l (mm)
+l = 2000
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