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authorprashantsinalkar2017-10-10 12:27:19 +0530
committerprashantsinalkar2017-10-10 12:27:19 +0530
commit7f60ea012dd2524dae921a2a35adbf7ef21f2bb6 (patch)
treedbb9e3ddb5fc829e7c5c7e6be99b2c4ba356132c /3764/CH7/EX7.7/Ex7_7.sce
parentb1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff)
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+clc
+//
+//
+//Variable declaration
+Ea=400*((10**-6)) // Principal strain(in./in)
+Eb=-50*((10**-6)) // Principal strain(in./in)
+v=0.30 // Poisson's ratio
+n=-1
+
+//Calculation
+//Case(a) Maximum In-Plane Shearing Strain
+Ymaxinplane=Ea-Eb // Maximum in-plane shearing strain(rad)
+//Case(b) Maximum Shearing Strain
+Ec=n*(v/(1.0-v))*(Ea+Eb) // Strain(in./in) // Maximum shearing strain(rad)
+
+// Result
+printf("\n Case(a) Maximum in plane shearing strain = %0.3f rad' ,Ymaxinplane)
+printf("\n Case(b) Maximum shearing strain = %0.3f u' ,Ec)