Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Find the support reactions, and draw M, N, V diagrams of the frame.
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- Find the zero force and the reactions Explain why they are zero forcesarrow_forward3 ft 100 lb 3 ft- 200 lb-ft 2 ft 000 Az □ Ay DO 000 NA along the rod MA B₂ By Fa perpendicular to the rod No perpendicular to the surface at B MB L. Identify the support reactions on the smooth uniform bar shown in (Figure 2). Check all the possible support reactions on the beam, even if some of them are equal to zero due to the loading given. Make sure the reactions in the set you choose do not depend on each other.arrow_forward80 mm, A E -170 mm B D C 125 mm 75 mm Problem 06.085.a - Frame with 2-force member Determine the components of the reactions at A and E if a 930-N force directed vertically downward is applied at B. The components of the reaction at A are: Ax = lb- Ay = lb t The components of the reaction at E are: E₁= lb→arrow_forward
- Classify the structures in the Figure. Indicate if stable or unstable. If unstable, indicate the reason. If the structure is stable, indicate if determinate or indeterminate. If indeterminate, specify the degree. hinge hinge Unstable, number of reactions are not sufficient Geometrically unstable stable, determinate Stable, Indeterminate 1°arrow_forwardDetermine all the reactions of the given structure. The pin joint at D acts as a hinge. Given: X= 21 kN. B A X KN I D hinge 4@3m 12 m = H E F T 2 m = The magnitude of the reaction at A is RAX The magnitude of the reaction at A is RAY= The magnitude of the reaction at G is RGX= 18 KN 2 m kN, and the direction is (Click to select) kN, and the direction is (Click to select) kN, and the direction is (Click to select)arrow_forward
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