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Determine the slope at B and displacement at D. Er is constant. Use the moment-area theorems, 3 m 3m
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18kw I amt amt sm 1 Calculate Reations as - {fy zo Ay + By + 8 =0 AU ABS-8 My fby = - Emaco8 6By + 8x1150 By = -1466 KN (2) A39.96 LEI EI (9.98/EI c met diagram 0-4 O-OB = 1h diagram ble EI of Ox=+1 X 5 X 0 B X5 Xory EI AD= AXT 1 X 3 X 19=988 2x3 A =

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