From the given figure below and its properties, calculate the stress at the top where the maximum moment is located. (MPa) Properties: Beam width = 207 mm Beam height = 386 mm WLL = 12.48 kN/m WDL = 15.26 kN/m Span of the beam = 8 m Prestressing force = 293 kN eccentricity = 135 mm

From the given figure below and its properties, calculate the stress at the top where the maximum moment is located. (MPa) Properties: Beam width = 207 mm Beam height = 386 mm WLL = 12.48 kN/m WDL = 15.26 kN/m Span of the beam = 8 m Prestressing force = 293 kN eccentricity = 135 mm

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.5P

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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

From the given figure below and its properties, calculate the stress at the top where the maximum moment is located. (MPa)

Properties:

Beam width = 207 mm
Beam height = 386 mm
W_LL = 12.48 kN/m
WDL = 15.26 kN/m
Span of the beam = 8 m
Prestressing force = 293 kN
eccentricity = 135 mm

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