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Set up the compatibility equation for the beam and determine moment diagram for the beam. In addition to the applied load, the fixed support rotates 5 degrees clockwise and the support for the spring moves 0.1 inches downward. Take the following values for properties: E = 29,000ksi and I = 288in^4. 5 kips/ft Sk= 10 kips/in 15 ft 20 ft

Set up the compatibility equation for the beam and determine moment diagram for the beam. In addition to the applied load, the fixed support rotates 5 degrees clockwise and the support for the spring moves 0.1 inches downward. Take the following values for properties: E = 29,000ksi and I = 288in^4. 5 kips/ft Sk= 10 kips/in 15 ft 20 ft

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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Set up the compatibility equation for the beam and determine moment diagram for the beam. In addition to the applied load, the fixed support rotates 5 degrees clockwise and the support for the spring moves 0.1 inches downward. Take the following values for properties: E = 29,000ksi and I = 288in^4. 5 kips/ft Sk= 10 kips/in 15 ft 20 ft
Transcribed Image Text:Set up the compatibility equation for the beam and determine moment diagram for the beam. In addition to the applied load, the fixed support rotates 5 degrees clockwise and the support for the spring moves 0.1 inches downward. Take the following values for properties: E = 29,000ksi and I = 288in^4. 5 kips/ft Sk= 10 kips/in 15 ft 20 ft
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