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| author | priyanka | 2015-06-24 15:03:17 +0530 |
|---|---|---|
| committer | priyanka | 2015-06-24 15:03:17 +0530 |
| commit | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (patch) | |
| tree | ab291cffc65280e58ac82470ba63fbcca7805165 /764/CH7/EX7.6.b/result7_6.txt | |
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initial commit / add all books
Diffstat (limited to '764/CH7/EX7.6.b/result7_6.txt')
| -rwxr-xr-x | 764/CH7/EX7.6.b/result7_6.txt | 49 |
1 files changed, 49 insertions, 0 deletions
diff --git a/764/CH7/EX7.6.b/result7_6.txt b/764/CH7/EX7.6.b/result7_6.txt new file mode 100755 index 000000000..492bb7078 --- /dev/null +++ b/764/CH7/EX7.6.b/result7_6.txt @@ -0,0 +1,49 @@ +-->//(Threaded Joints) Example 7.6
+
+-->//Refer Fig.7.21 on page 237
+
+-->//Number of bolts N
+
+-->N = 4
+ N =
+
+ 4.
+
+-->//Allowable tensile stress in the bolts sigmaMax (N/mm2)
+
+-->sigmaMax = 35
+ sigmaMax =
+
+ 35.
+
+-->//Load acting on the bracket P (kN)
+
+-->P = 25
+ P =
+
+ 25.
+
+-->//Eccentricity value e (mm)
+
+-->e = 500
+ e =
+
+ 500.
+
+-->//Height of bolt1 from the base l1 (mm)
+
+-->l1 = 550
+ l1 =
+
+ 550.
+
+-->//Height of bolt2 from the base l2 (mm)
+
+-->l2 = 50
+ l2 =
+
+ 50.
+
+
+Area at the core cross-section(A) = 401.446244 mm2
+
\ No newline at end of file |