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For the beam and loading shown, determine the largest shearing stress in section n-n. Take P= 214 kN.

For the beam and loading shown, determine the largest shearing stress in section n-n. Take P= 214 kN.

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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find largest shearing stress

For the beam and loading shown, determine the largest shearing stress in section \( n-n \). Take \( P = 214 \, \text{kN} \). **Diagram Explanation:** - **Left Diagram**: Shows a simply supported beam with supports at points \( A \) and \( B \). The beam length is divided into three segments: the left and right segments are each \( 0.75 \, \text{m} \), and the middle segment is \( 1.2 \, \text{m} \) long. Two vertical forces \( P \) are applied symmetrically on the beam. - **Right Diagram**: Displays the cross-sectional view of the beam at section \( n-n \). The cross section resembles an inverted "T" shape, with dimensions: - Overall height: \( 150 \, \text{mm} \) - Top flange thickness: \( 50 \, \text{mm} \) - Web width: \( 75 \, \text{mm} \) - Flange width: \( 75 \, \text{mm} \) - Bottom flange height: \( 50 \, \text{mm} \) The circles labeled \( a \) and \( b \) in the web section likely indicate points of interest for shearing stress calculation.
Transcribed Image Text:For the beam and loading shown, determine the largest shearing stress in section \( n-n \). Take \( P = 214 \, \text{kN} \). **Diagram Explanation:** - **Left Diagram**: Shows a simply supported beam with supports at points \( A \) and \( B \). The beam length is divided into three segments: the left and right segments are each \( 0.75 \, \text{m} \), and the middle segment is \( 1.2 \, \text{m} \) long. Two vertical forces \( P \) are applied symmetrically on the beam. - **Right Diagram**: Displays the cross-sectional view of the beam at section \( n-n \). The cross section resembles an inverted "T" shape, with dimensions: - Overall height: \( 150 \, \text{mm} \) - Top flange thickness: \( 50 \, \text{mm} \) - Web width: \( 75 \, \text{mm} \) - Flange width: \( 75 \, \text{mm} \) - Bottom flange height: \( 50 \, \text{mm} \) The circles labeled \( a \) and \( b \) in the web section likely indicate points of interest for shearing stress calculation.
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