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 120 kips 20 15' 15' 15'
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 120 kips 20 15' 15' 15'
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
120 kips
20
15
15
15
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