Compute the vertical and horizontal components of displacement of joint E produced by the loads. The area of bars AB, BD, and CD = 5 in^2 ; the area of all other bars = 3 in^2 .E = 30,000 kips/in^2 . (b) If bars AB and BD are fabricated % in. too long and support D settles 0.25 in, compute the vertical displacement of joint E. Neglect all the applied loads.
Compute the vertical and horizontal components of displacement of joint E produced by the loads. The area of bars AB, BD, and CD = 5 in^2 ; the area of all other bars = 3 in^2 .E = 30,000 kips/in^2 . (b) If bars AB and BD are fabricated % in. too long and support D settles 0.25 in, compute the vertical displacement of joint E. Neglect all the applied loads.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Kindly show the FBD deformation pls.
![1. Compute the vertical and horizontal components of displacement of joint E produced by the
loads. The area of bars AB, BD, and CD = 5 in^2 ; the area of all other bars = 3 in^2 .E = 30,000
kips/in^2. (b) If bars AB and BD are fabricated % in. too long and support D settles 0.25 in,
compute the vertical displacement of joint E. Neglect all the applied loads.
80 kips
В
120 kips
20'
E
15'
15'-](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff432765d-5243-41e3-ac4a-5a9bf8e4d2a1%2Ff266abdc-a79b-46f3-a9fa-d233159ee03d%2Fvjb5rgm_processed.png&w=3840&q=75)
Transcribed Image Text:1. Compute the vertical and horizontal components of displacement of joint E produced by the
loads. The area of bars AB, BD, and CD = 5 in^2 ; the area of all other bars = 3 in^2 .E = 30,000
kips/in^2. (b) If bars AB and BD are fabricated % in. too long and support D settles 0.25 in,
compute the vertical displacement of joint E. Neglect all the applied loads.
80 kips
В
120 kips
20'
E
15'
15'-
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