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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 /3772/CH6/EX6.8/Ex6_8.sce | |
parent | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff) | |
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initial commit / add all books
Diffstat (limited to '3772/CH6/EX6.8/Ex6_8.sce')
-rw-r--r-- | 3772/CH6/EX6.8/Ex6_8.sce | 21 |
1 files changed, 21 insertions, 0 deletions
diff --git a/3772/CH6/EX6.8/Ex6_8.sce b/3772/CH6/EX6.8/Ex6_8.sce new file mode 100644 index 000000000..337ee732e --- /dev/null +++ b/3772/CH6/EX6.8/Ex6_8.sce @@ -0,0 +1,21 @@ +// Problem no 6.8,Page No.159 + +clc;clear; +close; + +L=6 //m //Length of beam +d=0.15 //m //diameter +y_max=1.035*10**-2 //m //Deflection +E=210*10**9 + +//Calculations + +I=%pi*64**-1*d**4 //M.I of Beam +W=y_max*48*E*(L**3)**-1 //Point Load +theta_A=3*y_max*L**-1 +theta_B=-theta_A + +//Result +printf("The Heaviest central Point Load placed is %.2f N",W) +printf("\n Slope at supports are:theta_A = %.5f radian",theta_A) +printf("\n :theta_B = %.5f radian",theta_B) |