each member of the trusses shown i using the method of consistent defor A 30 k B D 60° 40 k
each member of the trusses shown i using the method of consistent defor A 30 k B D 60° 40 k
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:13.26 through 13.29 Determine the reactions and the force in
each member of the trusses shown in Figs. P13.26-P13.29
using the method of consistent deformations.
A
30 k
B
D
60°
40 k
-2 panels at 8 ft = 16 ft-
EA constant
6 ft
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