P8.1. For the truss in Figure P8.1, compute the horizontal and vertical components of displacement of joint B pro- duced by the 100-kip load. The area of all bars = 4 in.², and E= 24,000 kips/in.². k 20' B E -20' P8.1 15' 15' D P = 100 kips

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 1P
Question
P8.1. For the truss in Figure P8.1, compute the horizontal
and vertical components of displacement of joint B pro-
duced by the 100-kip load. The area of all bars =
and E = 24,000 kips/in.².
= 4 in.²,
k
20'
B
20'-
P8.1
15'
15'
D
P = 100 kips
Transcribed Image Text:P8.1. For the truss in Figure P8.1, compute the horizontal and vertical components of displacement of joint B pro- duced by the 100-kip load. The area of all bars = and E = 24,000 kips/in.². = 4 in.², k 20' B 20'- P8.1 15' 15' D P = 100 kips
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