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authorprashantsinalkar2018-02-03 11:01:52 +0530
committerprashantsinalkar2018-02-03 11:01:52 +0530
commit7bc77cb1ed33745c720952c92b3b2747c5cbf2df (patch)
tree449d555969bfd7befe906877abab098c6e63a0e8 /3863/CH1/EX1.33/Ex1_33.sce
parentd1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff)
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Added new codeHEADmaster
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+clear
+//
+
+//Given
+//Variable declaration
+P=600e3 //Axial load in N
+L=20e3 //Length in mm
+w=0.00008 //Weight per unit volume in N/sq.mm
+A2=400 //Area of bar at lower end in sq.mm
+
+//Calculation
+sigma=int(P/A2) //Uniform stress on the bar in N/sq.mm
+A1=(A2*(%e^((w*L/sigma))))
+
+//Result
+printf("\n Area of the bar at the upper end = %0.3f mm^2",A1)