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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/EX4.1.b/result4_1.txt | |
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initial commit / add all books
Diffstat (limited to '764/CH4/EX4.1.b/result4_1.txt')
-rwxr-xr-x | 764/CH4/EX4.1.b/result4_1.txt | 44 |
1 files changed, 44 insertions, 0 deletions
diff --git a/764/CH4/EX4.1.b/result4_1.txt b/764/CH4/EX4.1.b/result4_1.txt new file mode 100755 index 000000000..80fe0019d --- /dev/null +++ b/764/CH4/EX4.1.b/result4_1.txt @@ -0,0 +1,44 @@ +-->//(Design against Static Load) Example 4.1
+
+-->//Refer Fig.4.10 on page 85
+
+-->//Tensile force acting on two plates P (kN)
+
+-->P = 50
+ P =
+
+ 50.
+
+-->//Tensile yield strength of the plates Syt (N/mm2)
+
+-->Syt = 250
+ Syt =
+
+ 250.
+
+-->//Factor of safety fs
+
+-->fs = 2.5
+ fs =
+
+ 2.5
+
+-->//Number of rivets n
+
+-->n = 3
+ n =
+
+ 3.
+
+-->//Length of plate L (mm)
+
+-->L = 200
+ L =
+
+ 200.
+
+
+Diameter of the rivet(d) = 21.000000 mm
+
+Thickness of plates(t) = 4.000000 mm
+
\ No newline at end of file |