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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/EX4.4.b/result4_4.txt | |
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initial commit / add all books
Diffstat (limited to '764/CH4/EX4.4.b/result4_4.txt')
-rwxr-xr-x | 764/CH4/EX4.4.b/result4_4.txt | 43 |
1 files changed, 43 insertions, 0 deletions
diff --git a/764/CH4/EX4.4.b/result4_4.txt b/764/CH4/EX4.4.b/result4_4.txt new file mode 100755 index 000000000..d288900e3 --- /dev/null +++ b/764/CH4/EX4.4.b/result4_4.txt @@ -0,0 +1,43 @@ +-->//(Design against Static Load) Example 4.4
+
+-->//Tensile yield strength of plain carbon steel 40C8 Syt (N/mm2)
+
+-->Syt = 380
+ Syt =
+
+ 380.
+
+-->//Diameter of each rod d (mm)
+
+-->d = 50
+ d =
+
+ 50.
+
+-->//Thickness of cotter t (mm)
+
+-->t = 15
+ t =
+
+ 15.
+
+-->//Factor of safety fs
+
+-->fs = 6
+ fs =
+
+ 6.
+
+
+Load acting on rods(P) = 124354.709205 N
+
+Inside diameter of socket(d2) = 65.000000 mm
+
+Outside diameter of socket(d1) = 85.000000 mm
+
+Diameter of socket collar(d4) = 135.000000 mm
+
+a = 35.000000 mm
+
+c = 30.000000 mm
+
\ No newline at end of file |