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authorprashantsinalkar2018-02-03 11:01:52 +0530
committerprashantsinalkar2018-02-03 11:01:52 +0530
commit7bc77cb1ed33745c720952c92b3b2747c5cbf2df (patch)
tree449d555969bfd7befe906877abab098c6e63a0e8 /3862/CH8/EX8.1/Ex8_1.sce
parentd1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff)
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Added new codeHEADmaster
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+clear
+//
+
+//variable declaration
+
+P=(40000) //Load,N
+E=(200000) //Modulus of elasticity for steel,N/mm^2
+L=500 //length of circular rod,mm
+d=(16) //diameter of rod,mm
+
+A=(%pi*((d**2)))/4 //sectional area** mm^2
+p=P/A //stress, N/mm^2
+e=p/E //strain
+delta=(P*L)/(A*E) //Elongation,mm
+
+printf("\n sectional area= %0.2f mm^2",A)
+printf("\n stress= %0.2f N/mm^2",p)
+printf("\n strain= %0.10f ",e)
+printf("\n Elongation= %0.3f mm",delta)