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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
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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Q1: (cont.) b) 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 L = 210 in¹ I, = 3,300 in I₁ = 1,330 in 1,= 150 in Explain: Which orientation will give the maximum deflection for each section (draw the orientation and explain the reason)
Transcribed Image Text:Q1: (cont.) b) 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 L = 210 in¹ I, = 3,300 in I₁ = 1,330 in 1,= 150 in Explain: Which orientation will give the maximum deflection for each section (draw the orientation and explain the reason)
a) Calculate the degrees of indeterminacy and show the condition of each structure [i.e., stability condition (stable/unstable), determinacy (Indeterminate/determinate)] Pin 800 KN 400 KN 8m GEMOZION 16 m 20⁰ W=20 plf 30' 10 m 10 m P=200 lbs 7770777
Transcribed Image Text:a) Calculate the degrees of indeterminacy and show the condition of each structure [i.e., stability condition (stable/unstable), determinacy (Indeterminate/determinate)] Pin 800 KN 400 KN 8m GEMOZION 16 m 20⁰ W=20 plf 30' 10 m 10 m P=200 lbs 7770777
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