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| author | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
|---|---|---|
| committer | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
| commit | 7f60ea012dd2524dae921a2a35adbf7ef21f2bb6 (patch) | |
| tree | dbb9e3ddb5fc829e7c5c7e6be99b2c4ba356132c /698/CH2/EX2.6/6_max_tensile_and_shear_stress.txt | |
| parent | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff) | |
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initial commit / add all books
Diffstat (limited to '698/CH2/EX2.6/6_max_tensile_and_shear_stress.txt')
| -rw-r--r-- | 698/CH2/EX2.6/6_max_tensile_and_shear_stress.txt | 9 |
1 files changed, 9 insertions, 0 deletions
diff --git a/698/CH2/EX2.6/6_max_tensile_and_shear_stress.txt b/698/CH2/EX2.6/6_max_tensile_and_shear_stress.txt new file mode 100644 index 000000000..cf9b0e498 --- /dev/null +++ b/698/CH2/EX2.6/6_max_tensile_and_shear_stress.txt @@ -0,0 +1,9 @@ +The critical stress is at the section at which beam is fixed
+ Sy=0
+
+ Sx=(P/A)+(Mc/I).....Tensile stress
+
+ Txy=(T*(d/2))/J.....Shear stress
+
+The maximum tensile stress is 25.8 MN/m^2 (tension)
+The maximum shear stress is 13.2 MN/m^2 (shear)
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