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(51) 5 m long AB rod is loaded with a 20.2 kN/m uniformly distributed load from End A to the midpoint as shown. The elastic modulus of the rod material is 210 GPa. The area moment of inertia of the rod is 837 cm¹. The slope at End B is most nearly: A. 0.55⁰ B. 1.25⁰ C. 1.50⁰ D. 2.00⁰ A 2.5 m 20.2 kN/m 5m B

(51) 5 m long AB rod is loaded with a 20.2 kN/m uniformly distributed load from End A to the midpoint as shown. The elastic modulus of the rod material is 210 GPa. The area moment of inertia of the rod is 837 cm¹. The slope at End B is most nearly: A. 0.55⁰ B. 1.25⁰ C. 1.50⁰ D. 2.00⁰ A 2.5 m 20.2 kN/m 5m B

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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(51) 5 m long AB rod is loaded with a 20.2 kN/m uniformly distributed load from End A to the midpoint as shown. The elastic modulus of the rod material is 210 GPa. The area moment of inertia of the rod is 837 cm. The slope at End B is most nearly: A. 0.55⁰ B. 1.25⁰ C. 1.50⁰ D. 2.00⁰ A 2.5 m 20.2 kN/m 5m B
Transcribed Image Text:(51) 5 m long AB rod is loaded with a 20.2 kN/m uniformly distributed load from End A to the midpoint as shown. The elastic modulus of the rod material is 210 GPa. The area moment of inertia of the rod is 837 cm. The slope at End B is most nearly: A. 0.55⁰ B. 1.25⁰ C. 1.50⁰ D. 2.00⁰ A 2.5 m 20.2 kN/m 5m B
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