Problem 4: Determine the resultant intermal loadings acting on the cross section through point B of the signpost. The post is fixed to the ground and a unifom pressure of 500 Pa perpendicular to the face of the sign.

Problem 4: Determine the resultant intermal loadings acting on the cross section through point B of the signpost. The post is fixed to the ground and a unifom pressure of 500 Pa perpendicular to the face of the sign.

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter9: Moments And Products Of Inertia Of Areas

Section: Chapter Questions

Problem 9.16P: Figure (a) shows the cross-sectional dimensions for the structural steel section known as C1020...

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Concept explainers

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.

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Problem 4: Determine the resultant internal loadings acting on the cross section through point B
of the signpost. The post is fixed to the ground and a uniform pressure of 500 Pa perpendicular to
the face of the sign.
3m
500 Nim

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