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O Findz Vertical defection at points C and E; rotation at point B. Use conjuqarte beam method. 30 to 15 10 10 30 1-1,500 x 10 p

O Findz Vertical defection at points C and E; rotation at point B. Use conjuqarte beam method. 30 to 15 10 10 30 1-1,500 x 10 p

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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**Problem Statement:** 1) Find the vertical deflection at points C and E, and the rotation at point B. Use the conjugate beam method. **Diagram Explanation:** - The diagram depicts a beam supported at points A and D. - A triangular load is applied at point B, labeled with a 20-degree angle. - A triangular load is also applied at point C, labeled with a 30-degree angle. - The beam spans from A to E, with segments labeled as follows: - AB: 5 feet - BC: 15 feet - CD: 30 feet - DE: 10 feet - The beam has constant properties given: - Moment of inertia (I) = 1,500 in⁴ - Modulus of elasticity (E) = 29 × 10³ psi **Objective:** - Use the conjugate beam method to find the specified deflection and rotation.
Transcribed Image Text:**Problem Statement:** 1) Find the vertical deflection at points C and E, and the rotation at point B. Use the conjugate beam method. **Diagram Explanation:** - The diagram depicts a beam supported at points A and D. - A triangular load is applied at point B, labeled with a 20-degree angle. - A triangular load is also applied at point C, labeled with a 30-degree angle. - The beam spans from A to E, with segments labeled as follows: - AB: 5 feet - BC: 15 feet - CD: 30 feet - DE: 10 feet - The beam has constant properties given: - Moment of inertia (I) = 1,500 in⁴ - Modulus of elasticity (E) = 29 × 10³ psi **Objective:** - Use the conjugate beam method to find the specified deflection and rotation.
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