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authorprashantsinalkar2017-10-10 12:27:19 +0530
committerprashantsinalkar2017-10-10 12:27:19 +0530
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+// to design shear stress no calculations is there in this chapter only formula
+clc
+mprintf('\n shear stress t=u(dv/dr)=u.B/4u(-2r)')
+mprintf('\n for r=D/2; t=-BD/4')
+mprintf('\n r=D/4 ; t =-BD/8')