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Problem 2 a) Draw the shear and moment diagrams ints 1.5 in. using the method of section (equation method) 200 lb 100 lb/ft 1.25 in 12 in. BX 300 lb-ft b) Determine the absolute maximum z bending stress in the beam, and sketch the stress distribution acting over the cross section. Set b 13 in. 1.5 in. 16 in. 1 ft 4 ft 1 ft

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-35 16 in looibft U0 St Qoolb 300 ry Ra - 315Jb QoolbShuo fore diagyam 25db (-丿 754 Qoolb 2a5lb Bunding momant dgom Bamding momunb 3oodbf13 x1.5 12 2 16 х(15)3 + (I6xl.5) 8.014-14325) XR 이의 215.34 のtず: 13.uo psi 300x12 ×6.92 2154. 13yo PS 6.931i 11.6 psi

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