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If V=350 KN, A) Calculate the shear stress right above 0.02m from the bottom. B) Calculate the shear stress right below 0.02m
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V = 350KN 3 016 2 To.o2min Oolm = 0.08 m II-Iz I = I + I2 + I3 ro 0.1X0.023 +(@\x202)(0.02 -0.0,- 12 +0.02.co. + (e-oto-12)(-

b= 0.02m v= 350x103N c 350x103 x1.4 X10-4 = 2-26*10-SX 0.02 6 Y = 108.4 xho N/m2 Z=108.4 N mm b) below 0.02m from bottom Shea

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