A beam has a cross-section as shown in Figure Q5. The beam is subjected to a vertical shearing force of 100KN through the shear centre. For the system: a) determine the second moment of area about the x - x plane and b) determine the shear stress distribution along the y – y plane, c) plot the shear stress distribution on a suitable graph, labelling the principal values. y! Centre of Gravity. у 30 тm 60 тm шш 09 120 mm

A beam has a cross-section as shown in Figure Q5. The beam is subjected to a vertical shearing force of 100KN through the shear centre. For the system: a) determine the second moment of area about the x - x plane and b) determine the shear stress distribution along the y – y plane, c) plot the shear stress distribution on a suitable graph, labelling the principal values. y! Centre of Gravity. у 30 тm 60 тm шш 09 120 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

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

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A beam has a cross-section as shown in Figure Q5. The beam is subjected to a vertical shearing
force of 100KN through the shear centre. For the system:
a) determine the second moment of area about the x - x plane and
b) determine the shear stress distribution along the y – y plane,
c) plot the shear stress distribution on a suitable graph, labelling the principal values.
y!
Centre of Gravity.
y'
30 тm
60 тm
шш 09
120 тт

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