(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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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