P- 64 kips 10 10 B P8.39

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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Beam ABC is supported by a three-bar truss at
point C and at A by an elastomeric pad that is equivalent
to a roller. (a) Compute the vertical deflection of point
B in Figure P8.39 due to the applied load. (b) Compute
the change in length of member DE required to displace
point B upward 0.75 in. Is this a shortening or lengthening
of the bar? Given: E = 29,000 kips/in.2

, area of all truss

bars = 1 in.2
, area of beam = 16 in.2

, I of beam = 1200 in.4

P- 64 kips
10
10
B
P8.39
Transcribed Image Text:P- 64 kips 10 10 B P8.39
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