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Determine the slope at C (in radians). Use negative sign if the slope is counter clockwise. Include the unit of measurement. Use 5 decimal places only.

Determine the slope at C (in radians). Use negative sign if the slope is counter clockwise. Include the unit of measurement. Use 5 decimal places only.

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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Determine the slope at C (in radians). Use negative sign if the slope is counter clockwise. Include the unit of measurement. Use 5 decimal places only.

Using the Castigliano's Theorem, determine the displacements at the free end of the beam shown in the figure. Modulus of Elasticity E = 29 x 106 psi, and Area Moment of Inertia I = 4250 in?. 4 kip/ft A B E = 29 x 10° psi I= 4250 in? 15 ft 30 ft 45 ft 15 ft а. Determine the vertical deflection at C (in inch). Use negative sign if the deflection is downward. Include the unit of measurement. Use 3 decimal places only. b. Determine the slope at C (in radians). Use negative sign if the slope is counter clockwise. Include the unit of measurement. Use 5 decimal places only.
Transcribed Image Text:Using the Castigliano's Theorem, determine the displacements at the free end of the beam shown in the figure. Modulus of Elasticity E = 29 x 106 psi, and Area Moment of Inertia I = 4250 in?. 4 kip/ft A B E = 29 x 10° psi I= 4250 in? 15 ft 30 ft 45 ft 15 ft а. Determine the vertical deflection at C (in inch). Use negative sign if the deflection is downward. Include the unit of measurement. Use 3 decimal places only. b. Determine the slope at C (in radians). Use negative sign if the slope is counter clockwise. Include the unit of measurement. Use 5 decimal places only.
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