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Figure (< 1 of 1 > 30 lb/ft 180 lb. ft AC
Part A Draw the shear diagram for the beam. Follow the sign convention. (Figure 1) Click on add vertical line off to add dis
- Part B Draw the moment diagram for the beam. Follow the sign convention Click on add vertical line off to add discontinui
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2016/ с 1 - TI salation Find Reaction fust. RA + Rp = £x 30x9 RA + RB = 135 - Taking moment About A. 34.5H TH = 0 - 180 9 RexFor (B. M) x 25 x 12 x 30 x x x X/ (B-M) - 250 - 5 x Ato (B-M) x - 2 = 0 x-9 (B.M) - 9 - 180 b.ft Max Bending moment 301b/ft

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