4-9. For the truss and the loading shown in Fig. 4-15, compute the maximum forces in bars @ and b. Consider both tension and compression in bar a. (All loads are in kips) 5 10101010 65656565 L@ @ ?@ St 6ft Sat20ft = 1008 5& SRSk Sk Fig. 4-15 4-9. For the truss and the loading shown in Fig. 4-15, compute the maximum forces inbars a and b. Consider both tension and compression in bar a.(All loads are in kips)a20 ft5 10 10 10 10 6.5 6.56.56.5LO 230O 60898 ft 5 ft 9 ftS ft6 ft 15 at 20 ft = 100 ft5ftftftFig. 4-15

The given figure is shown below:

49. For the truss and the loading shown in Fig. 4-15, compute the maximum forces in bars a and b. Consider both tension and compression in bar a. (All loads are in kips) 20 ft 5 10 10 10 10 6.5 6.56.5 6.5 LO 230O 6089 8 ft 5 ft 9 ft 1 6 ft t S ft WAN S at 20 ft = 100 ft 5 ft S ft S ft Fig. 4-15

49. For the truss and the loading shown in Fig. 4-15, compute the maximum forces in bars a and b. Consider both tension and compression in bar a. (All loads are in kips) 20 ft 5 10 10 10 10 6.5 6.56.5 6.5 LO 230O 6089 8 ft 5 ft 9 ft 1 6 ft t S ft WAN S at 20 ft = 100 ft 5 ft S ft S ft Fig. 4-15

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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Question

4-9. For the truss and the loading shown in Fig. 4-15, compute the maximum forces in bars @ and b. Consider both tension and compression in bar a. (All loads are in kips) 5 10101010 65656565 L@ @ ?@ St 6ft Sat20ft = 1008 5& SRSk Sk Fig. 4-15

4-9. For the truss and the loading shown in Fig. 4-15, compute the maximum forces in
bars a and b. Consider both tension and compression in bar a.
(All loads are in kips)
a
20 ft
5 10 10 10 10 6.5 6.56.56.5
LO 230O 6089
8 ft 5 ft 9 ft
S ft
6 ft 1
5 at 20 ft = 100 ft
5ft
ft
ft
Fig. 4-15

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