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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/EX4.17.a/data4_17.sci | |
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diff --git a/764/CH4/EX4.17.a/data4_17.sci b/764/CH4/EX4.17.a/data4_17.sci new file mode 100755 index 000000000..8706943e5 --- /dev/null +++ b/764/CH4/EX4.17.a/data4_17.sci @@ -0,0 +1,24 @@ +
+//(Design against Static Load) Example 4.17
+//Refer Fig.4.54 on page 124
+//For beam
+//Tensile yield strength of FeE250 Syt (N/mm2)
+Syt = 250
+//Factor of safety fs
+fs = 5
+//Ratio of width to thickness of the beam cross-section ratio
+ratio = 2
+//For vessel
+//Ultimate tensile strength of FG200 Sut(N/mm2)
+Sut = 200
+//Internal guage pressure p (MPa)
+p = 0.25
+//Diameter D (mm)
+D = 500
+//Refer table for ISO Metric threads-Coarse series
+//Area mm2
+area = [561 817 1120 1470]
+//Pitch (mm)
+pitch = [3.5 4 4.5 5]
+//Distance between vessel centre line and beam end l (mm)
+l = 325
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