Q1: A 6-kips force is applied to themachine element AB as shown.Knowing that the uniform thickness ofthe element is 0.8 in., determine thecombined normal stresses at points (a)and (f).1.5 in.1.5 in.Q2: For the stresses at the point shown, find:• The maximum shearing stress.The principal stresses and planes.Baobc108 in.-8 in.f90 MPa30 MPa6 kips35°8 in.60 MPa

FInd moment at abc sectionMa=6cos35×8-6sin35×16=-15.74kips-inso,Combined stress at A…

Q1: A 6-kips force is applied to the machine element AB as shown. Knowing that the uniform thickness of the element is 0.8 in., determine the combined normal stresses at points (a) and (f). 1.5 in. 1.5 in.

Q1: A 6-kips force is applied to the machine element AB as shown. Knowing that the uniform thickness of the element is 0.8 in., determine the combined normal stresses at points (a) and (f). 1.5 in. 1.5 in.

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

Q1: A 6-kips force is applied to the
machine element AB as shown.
Knowing that the uniform thickness of
the element is 0.8 in., determine the
combined normal stresses at points (a)
and (f).
1.5 in.
1.5 in.
Q2: For the stresses at the point shown, find:
• The maximum shearing stress.
The principal stresses and planes.
B
a
ob
c
10
8 in.-
8 in.
f
90 MPa
30 MPa
6 kips
35°
8 in.
60 MPa

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