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. The beam in Figure P5.26 has its central half enlarged so that the moment of...

. The beam in Figure P5.26 has its central half enlarged so that the moment of inertia I is twice the "due for each end section. Determine the deflection at the center of the beam

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Solution free body diagrama been LI2 24 0_21E RB parabalic valiation 3 WLWZ? linear o varo linear W variation M-diagram (BondStept Reaction forces at A LB Que to symmetry in leading RA= RB = (W x 2) TRA= RB = WL L 4 N 1 Stebli I Due to Symmetry in thBy Area moment method AE | EI Henece 11 wil 16 EI3 جنيه Š Am ās. WL* +3624 ; WLF - A EI 768E1_1024_E! 1152 EF y = 0.0318, mit

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