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author | prashantsinalkar | 2018-02-03 10:59:42 +0530 |
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committer | prashantsinalkar | 2018-02-03 10:59:42 +0530 |
commit | d1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (patch) | |
tree | 612077a22c8142c0ae754ec11882a4e7d5dc25a4 /3776/CH10/EX10.13/Ex10_13.sce | |
parent | f35ea80659b6a49d1bb2ce1d7d002583f3f40947 (diff) | |
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Modified the code
Diffstat (limited to '3776/CH10/EX10.13/Ex10_13.sce')
-rw-r--r-- | 3776/CH10/EX10.13/Ex10_13.sce | 2 |
1 files changed, 1 insertions, 1 deletions
diff --git a/3776/CH10/EX10.13/Ex10_13.sce b/3776/CH10/EX10.13/Ex10_13.sce index e2688eb46..75bc3aa0d 100644 --- a/3776/CH10/EX10.13/Ex10_13.sce +++ b/3776/CH10/EX10.13/Ex10_13.sce @@ -6,7 +6,7 @@ m = 15.3 // mass of the falling body h = 75.0 //mm - The height of the falling body p = m*9.81 //N the force acted due to the body L = 1000.0 //mm The length of the cantilever -E = 200 //Gpa The youngs modulus of the material used +E = 200 //GPa The youngs modulus of the material used I = (l**4)/12 //mm - the moment of inertia k = 300 //N/mm -the stiffness of the spring //Rigid supports |