2. A finite element analysis of a bearing housing indicates that at a point p, the material issubjected to the state of stress (in MPa):Ox Txy Txz]Txy Oy TyzTxz Tyz0₂0-30 -10-10 40Determine the principal stresses and the absolute maximum shear stress.[20 20= 200

Principle stresses are the those stresses that are to the normal with zero plane. The value of…

2. A finite element analysis of a bearing housing indicates that at a point p, the material is subjected to the state of stress (in MPa): Ox Txy Txz] dy Tyz Txz Tyz Oz] Txy [20 20 0 20 -30 -10 0 -10 40 Determine the principal stresses and the absolute maximum shear stress.

2. A finite element analysis of a bearing housing indicates that at a point p, the material is subjected to the state of stress (in MPa): Ox Txy Txz] dy Tyz Txz Tyz Oz] Txy [20 20 0 20 -30 -10 0 -10 40 Determine the principal stresses and the absolute maximum shear stress.

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

2. A finite element analysis of a bearing housing indicates that at a point p, the material is
subjected to the state of stress (in MPa):
Ox Txy Txz]
Txy Oy Tyz
Txz Tyz
0₂
0
-30 -10
-10 40
Determine the principal stresses and the absolute maximum shear stress.
[20 20
= 20
0

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