-8 mProb. 5-23*5-24. The tied three-hinged truss arch is subjected to theloading shown. Determine the components of reaction at Aand C, and the tension in the tie rod.6 k30°12 1320 ft15 ft18 ft25 ft-6 ft25 ft-8 ftProb. 5-24

The given figure is shown below:

Answered: -8 m Prob. 5-23 *5-24. The tied…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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4/5 Determine the force in each member of the loaded truss. D 6m C 5m 5000 N A 45° 6m PROBLEM 4/5 B 5 m
II. Draw (approximately) the moment diagram for column AGF of the portal. Assume all the members of the truss to be pin connected at their ends. The columns are fixed at A and B. Also determine the force in all the truss members. -2 m- 2 m - D 4 kN 1.5 m 8 kN 5 m II. a. Use the portal method and determine (approximately) the reactions at supports A, B, C, and D. b. Use the cantilever method and determine (approximately) the reactions at supports A, B, C, and D. All columns have the same cross-sectional area. K L 9 kN 4 m F H 12 kN 4 m A В D 5 m 5 m 5 m
Find the internal forces in all the cables. The applied loads are P1 = 6 kN and P2= 7 kN. E A 2 m D 3 m В 8 kN P1 4 m 5 m 4 m 1.5 m
Determine (A) the tension in wire AH, (B) the reactions at C and D. Assume that the bearing at D does not exert any axial thrust.
5. 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-lb
*5-32. Determine the magnitudes of the resultant forces at the pins A, B, and C of the three-hinged arched roof truss. Prob. 5-32 6 k 20 ft 2 k 4 k 10 ft 6 ft 12 ft B 8 ft 10 ft 3 k 10 ft

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-8 m Prob. 5-23 *5-24. The tied three-hinged truss arch is subjected to the loading shown. Determine the components of reaction at A and C, and the tension in the tie rod. 6 k 30° 12 13 20 ft 15 ft 18 ft 25 ft- 6 ft 25 ft- 8 ft Prob. 5-24