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A beam with the cross-section shown is carrying a vertical shear force of magnitude v. 15mm It has already been calculated th

V = 118 KN

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Answer #1

54 1 15 + → 21.5 14 7 + tmax NP + 18 Shear Stress diagram =(54x15)X215 +18X14)*7 = 19179 mm3 I = 8.121 x 10-7 m4 = 812100 mm

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