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5-2.2-2: Find the deflection at midspan using a W14X22 1 k/ft 4 3 2 k/ft 6

5-2.2-2: Find the deflection at midspan using a W14X22 1 k/ft 4 3 2 k/ft 6

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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**Title: Calculation of Beam Deflection at Midspan** **Problem Statement:** **5-2.2-2: Find the deflection at midspan using a W14X22** **Diagram:** The diagram represents a simply supported beam AB. - Beam material: W14X22 - Length of the beam is 13 feet in total. The loading on the beam is as follows: - Left segment (A) is loaded with a uniform load of 1 k/ft over a span of 4 feet. - Right segment (B) is loaded with a uniform load of 2 k/ft over a span of 6 feet. The beam's span divisions are: - The left unsupported span is marked as 4 feet, with a support at point A. - The midspan segment between the left load and right load is 3 feet. - The right unsupported span is marked as 6 feet, with a support at point B.
Transcribed Image Text:**Title: Calculation of Beam Deflection at Midspan** **Problem Statement:** **5-2.2-2: Find the deflection at midspan using a W14X22** **Diagram:** The diagram represents a simply supported beam AB. - Beam material: W14X22 - Length of the beam is 13 feet in total. The loading on the beam is as follows: - Left segment (A) is loaded with a uniform load of 1 k/ft over a span of 4 feet. - Right segment (B) is loaded with a uniform load of 2 k/ft over a span of 6 feet. The beam's span divisions are: - The left unsupported span is marked as 4 feet, with a support at point A. - The midspan segment between the left load and right load is 3 feet. - The right unsupported span is marked as 6 feet, with a support at point B.
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