15 k 15 ft B 12 k 24 k 24 k 24 k 24 k 6 at 20 ft = 120 ft- FIG. P3.17

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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For this Problem, kindly refer to our Textbook, Structural Analysis Fourth Edition By Aslam Kassimali. For the given truss on Problem 3.17 Page 85, using method of joints, calculate the member force in Kips on the bottom chord nearest to support B if the given 12kip, 15kip and 24kip loads from the figure are replaced by 28kip, 16kip and 79kip loads respectively. Express your answer in 2 decimal places. Include (-) negative sign if the force is compression. 

15 k
15 ft
B
12 k
24 k
24 k
24 k
24 k
6 at 20 ft = 120 ft-
FIG. P3.17
Transcribed Image Text:15 k 15 ft B 12 k 24 k 24 k 24 k 24 k 6 at 20 ft = 120 ft- FIG. P3.17
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