Problem 1: 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. Compute the vertical deflection of point B and the change in length of member DE due to the applied load. Given: E = 29,000 kips/in. , area of all truss bars = 1 in.", area of beam = 16 in.?, I of beam = 1200 in.". Use any method P=80 kips 10' 10 B

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem 1: 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. Compute the vertical deflection of point B
and the change in length of member DE due to the applied load. Given: E = 29,000 kips/in.
, area of all truss bars = 1 in.", area of beam = 16 in.?, I of beam = 1200 in.". Use any
method
P=80 kips
10'
10
B
E6-k 6'–
Transcribed Image Text:Problem 1: 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. Compute the vertical deflection of point B and the change in length of member DE due to the applied load. Given: E = 29,000 kips/in. , area of all truss bars = 1 in.", area of beam = 16 in.?, I of beam = 1200 in.". Use any method P=80 kips 10' 10 B E6-k 6'–
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