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authorprashantsinalkar2018-02-03 10:59:42 +0530
committerprashantsinalkar2018-02-03 10:59:42 +0530
commitd1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (patch)
tree612077a22c8142c0ae754ec11882a4e7d5dc25a4 /3776/CH11/EX11.2/Ex11_2.sce
parentf35ea80659b6a49d1bb2ce1d7d002583f3f40947 (diff)
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Modified the code
Diffstat (limited to '3776/CH11/EX11.2/Ex11_2.sce')
-rw-r--r--3776/CH11/EX11.2/Ex11_2.sce10
1 files changed, 5 insertions, 5 deletions
diff --git a/3776/CH11/EX11.2/Ex11_2.sce b/3776/CH11/EX11.2/Ex11_2.sce
index a11f41c53..eb888504a 100644
--- a/3776/CH11/EX11.2/Ex11_2.sce
+++ b/3776/CH11/EX11.2/Ex11_2.sce
@@ -3,14 +3,14 @@ clear
//
h = 60 //mm - the length of the crossection
b = 100 //mm - the width of hte crossection
-E = 200 //Gpa - The youngs modulus
+E = 200 //GPa - The youngs modulus
stress_cr = 250 //MPa - The proportionality limit
-//Caliculations
+//calculations
I = b*(h**3)/12 //mm3 The momentof inertia of the crossection
-A = h*b //mm2 - The area of teh crossection
-//From Eulier formula
+A = h*b //sq.mm - The area of teh crossection
+//From Euler formula
r_min = ((I/A)**0.5) //mm - The radius of the gyration
-//(l/r)**2= (%pi**2)*E/stress_cr //From Eulier formula
+//(l/r)**2= (%pi**2)*E/stress_cr //From Euler formula
l = (((%pi**2)*E*(10**3)/stress_cr)**0.5)*r_min //mm - the length after which the beam starts buckling
printf("\n The length after which the beam starts buckling is %0.0f mm",l)