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A uniformly-distributed load wis supported by a structure consisting of rigid bar BDF and three rods. Rods (1) and (2) are 17

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Given Information des do = 17mm, Ex Ed = 1996,pa de = 23mm Ep = 101Gpa a=1,5m, L= 3ilm * a - 20 Resolve the forces VerticallyRB Stresses in Rods (1), () and ) 14. 76 X10 3 X4 65.027 Mpa (T) (1) B1.864103 x 4 = 140.36 MPO тх (t1) 2 3. RF 61.388103 x4

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