150 mm B A V = 130 kN 50 mm 150 mm 150 mm 50 mm 150 mm - Change the magnitude of the internal shear force from 130 kN to 90.2 kN - Plot the intensity of the shear stress distribution acting over the cross-sectional area, and determine the resultant shear force developed in the vertical segment AB.

150 mm B A V = 130 kN 50 mm 150 mm 150 mm 50 mm 150 mm - Change the magnitude of the internal shear force from 130 kN to 90.2 kN - Plot the intensity of the shear stress distribution acting over the cross-sectional area, and determine the resultant shear force developed in the vertical segment AB.

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.

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B
A
V = 130 kN
50 mm
150 mm
150 mm
150 mm
50 mm
150 mm
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- Change the magnitude of the internal shear force from 130 kN to 90.2 kN
Plot the intensity of the shear stress distribution acting over the cross-sectional area, and
determine the resultant shear force developed in the vertical segment AB.

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