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4. (20pts.) Determine: a. ( pts) Draw the shear and moment diagrams for the rectangular wooden beam shown. b. The Maximum she
10kN/m A. B с Е- 3 m- 1.5 m --—1.5 m
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Answer #1

Solms 101CM/m C PB 3m ism. 2705 KN (+) S.F.D. ) 2.75m 2.5kh 13.75 17,5 IN • Paropola 37.8125 ktm → 37.5 kit-m Cubic ParrabolaSFD Z) 17.5kN * Bespan stas (se from right) -17.5 + +XXX10% (section from right) stan 2 3 X = 3 2 stan Soalismorac - 2.5 KN =Find Max Phora ? (From 560) shear Force OC: 13.75 KN gomo که مسلم 20 mr (30x150x75) + $150x 30 x (50 +15)} (30x170) + (30x15Sheer flow b/w web de Flange au point (e) or sheer Flow : FAYI I 150 mm 3 Z Yomr 45 T N.A 120 3 = 13.75X( 30X150) XLSX10 27X

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