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author | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
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committer | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
commit | 7f60ea012dd2524dae921a2a35adbf7ef21f2bb6 (patch) | |
tree | dbb9e3ddb5fc829e7c5c7e6be99b2c4ba356132c /3764/CH6/EX6.2/Ex6_2.sce | |
parent | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff) | |
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initial commit / add all books
Diffstat (limited to '3764/CH6/EX6.2/Ex6_2.sce')
-rw-r--r-- | 3764/CH6/EX6.2/Ex6_2.sce | 14 |
1 files changed, 14 insertions, 0 deletions
diff --git a/3764/CH6/EX6.2/Ex6_2.sce b/3764/CH6/EX6.2/Ex6_2.sce new file mode 100644 index 000000000..09f906e4a --- /dev/null +++ b/3764/CH6/EX6.2/Ex6_2.sce @@ -0,0 +1,14 @@ +clc +// +// +//Variable declaration +tw=5.8 // Distance(mm) +d=349 // Distance(mm) +Vmax=58 // Force(kN) + +//Calculation +Aweb=d*tw // Area(mm*2) +Tmax=(Vmax/Aweb)*(1000) // Maximum shearing stress(ksi) + +// Result +printf("\n Maximum allowable shearing stress for steel beam = %0.3f MPa' ,Tmax) |