А:The simply supported beam in Figure below has a rectangular3kNcross section 100 mm wide and 200 mm high.w = 1.5 kN/m1. Compute the maximum bending stress in the beam.2. Compute the bending stress at a point 3m form support (A)that is 25 mm below the top of the beam.IB6m3m

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A: The simply supported beam in Figure below has a rectangular cross section 100 mm wide and 200 mm high. 1. Compute the maximum bending stress in the beam. 2. Compute the bending stress at a point 3m form support (A) that is 25 mm below the top of the beam. 3kN w = 1.5 kN/m A 6m 3m

A: The simply supported beam in Figure below has a rectangular cross section 100 mm wide and 200 mm high. 1. Compute the maximum bending stress in the beam. 2. Compute the bending stress at a point 3m form support (A) that is 25 mm below the top of the beam. 3kN w = 1.5 kN/m A 6m 3m

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

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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

А:
The simply supported beam in Figure below has a rectangular
3kN
cross section 100 mm wide and 200 mm high.
w = 1.5 kN/m
1. Compute the maximum bending stress in the beam.
2. Compute the bending stress at a point 3m form support (A)
that is 25 mm below the top of the beam.
IB
6m
3m

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