Q1: (cont.) ) The shown rectangular and Wide-flange sections are considered for a simply supported beam. Both sections have the same area but have different moments of inertia around the shown X and Y axes. Both sections are made of the same material. I I-210 in = 1,330 in 1, -3,300 in Į I, = 150 in Explain: Which orientation will give the maximum deflection for each section (draw the orientation and explain the reason)

Q1: (cont.) ) The shown rectangular and Wide-flange sections are considered for a simply supported beam. Both sections have the same area but have different moments of inertia around the shown X and Y axes. Both sections are made of the same material. I I-210 in = 1,330 in 1, -3,300 in Į I, = 150 in Explain: Which orientation will give the maximum deflection for each section (draw the orientation and explain the reason)

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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Note: a = 4.5 m b = 33.0 kN/m c = 13 kN
Use any method ans is 697.5lb
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