Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:Problem 2: Book Problem 3-9 (Hint: Only one of the two chains is at max tension, the other will be less.)
3-9. Determine the maximum force F that can be
supported in the position shown if each chain can support a
maximum tension of 600 lb before it fails.
30°
SERDISC
A
Prob. 3-9
C
Transcribed Image Text:Problem 3: If TB = 15kN and TA = 8kN, then determine Tp and Tc required for equilibrium on the welded connection.
TA
1
metter
Tc
40°
TB
TD
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- 2. The force F = 1600i + 400j (Ibs) acts at point A. What are the tensions in the three cables? D (0, 6, 0) ft (12, 4, 2) ft B (6,0, 0) ft (0, 4, 6) ft, TAB = TẠC = TAD =arrow_forwardII. 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 marrow_forwarddraw the shear diagram and moment diagram for the girder. show all workarrow_forward
- The bar AEB is supported by a ball-and-socket joint at A and the cables BC and BD. Find the force in cable BD. Neglect the weight of the bar. D 3 m. 2 m 3 m E 3 m 4 kN 3 kN•m 2 m B.arrow_forwardFind 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 marrow_forwardDetermine (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.arrow_forward
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