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120 kips k 15'- B E 1 15' D 15'- 80 kips VC 20'

120 kips k 15'- B E 1 15' D 15'- 80 kips VC 20'

Structural Analysis
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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P8.15. (a) In Figure P8.15 compute the vertical and hori- zontal 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 B 120 kips- 15' E VC D — 15'— 15' ———— 15'— - P8.15 20'
Transcribed Image Text:P8.15. (a) In Figure P8.15 compute the vertical and hori- zontal 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 B 120 kips- 15' E VC D — 15'— 15' ———— 15'— - P8.15 20'
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