A 5-m long simply supported timber beam carries a uniformly distributed load of (12k N/m), as shown in Figure. Determine the maximum compression bending stress that occurs in the beam at any location within the span length..USE (I= * .225x 106 mm 4) 12 kN/m 300 mm 60 mm 110 mm K 5 m 100 mm

A 5-m long simply supported timber beam carries a uniformly distributed load of (12k N/m), as shown in Figure. Determine the maximum compression bending stress that occurs in the beam at any location within the span length..USE (I= * .225x 106 mm 4) 12 kN/m 300 mm 60 mm 110 mm K 5 m 100 mm

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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Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

A 5-m long simply supported timber beam carries a uniformly distributed load of
(12k N/m), as shown in Figure. Determine the maximum compression bending
stress that occurs in the beam at any location within the span length.USE (I=
*.225x 106 mm 4)
12 kN/m
300 mm
60 mm
110 mm
5 m
100 mm
150 КPа О
25 MPa
41 MPа О
85 MPа О

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