Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Question 2 A truss tower is subjected to the following (unfactored) actions as shown in Figure 2. All supports are assumed to be pinned. Wind load: WL = 5kN Imposed load: IL = 20KN Dead load of the tower transferred to the left-leg: DL₁ = 25kN Dead load of the tower transferred to the right-leg: DLR = 25kN Dead load of the cantilever part (applied at the center of the cantilever pane): DLc = 10kN Calculate the factored design reactions of the foundations for the two legs (i.e., the maximum upward and downward reactions). WL WL WL DLL 1 DLC DLR All panes 4 m square Figure 2 ↓ ILarrow_forwardPlease provide solution for this questionarrow_forwardA wooden frame shown below is supported by a tie rod CF and a pin support at A. The diameter of the tie rod CF is 30 mm, and the cross-sectional area of member BD is 900 mm?. The diameters of the pins at A and D are 8 mm and 12 mm, respectively, and each pin is subjected to double shear. If the weight of the bucket hanging from end E is 3 kN, determine (a) The axial stresses in tie rod CF and member BD. (b) The shear stresses in pins A and D. - 0.6 m-0.6 m→ D E 0.6 m V30B 1.2 m Farrow_forward
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