Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:Establish the Funicular Arch shown for the system of
loads given. Determine the Reactions and the height
yl and y2.
20
20
20
24
24
15
60 10' - 60
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- 1 of 1 60 60 АВ BC CD DI HI GH 53.130 \53.130° 53.130 \53.130° FG EF C D EA ЕВ 60 FB BG Use truss by joints GC GD Solve for the magnitude of all members and determine if they are in tension or compression. HD Support reactions are already calculator for you. Ax = 270 kN right Ex = 270 kN left Ey = 180 kN up %3D Keep calculations to 2 decimal places. Units are kN. One grid = 1marrow_forwardSolve for all the support reactions, indicate the units and the directions.arrow_forward5. The tension in cable BC is 100 lbs. Determine the reactions at the fixed support. Note that the L-shaped bar has an applied load of 200 lbs and an applied couple of 300 ft-lbs. B 200 lb -3 3 ft-3 ft- -6 ft- C 6 ft 300 ft-lbarrow_forward
- 6 kip/ft 3 ft 3 ft D * 6 ft 6 kip/ft B Determine the resultant internal loadings acting on the cross section through point C. Assume the reactions at the supports and are vertical.arrow_forwardThe frame ACD is hinged at A and D and is supported by a cable that passes through a ring at B and is attached to hooks at G and H. Knowing that the tension in the cable is 625.00 N, determine the moment about the diagonal AD of the force exerted on the frame by portion BG of the cable. y 0.925 m 0.35 m G 0.5 m B 0.875 m 0.5 m P H D 0.75 m 0.75 m The moment about the diagonal AD of the force exerted on the frame by portion BG of the cable is N.m.arrow_forward
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