This problem is just like the example problem, but dimension changed so centroid and moment of inertia change, AND the applied load is up and not down. - 3" - 3"-| |2" A vertical force P of magnitude 20 kips is applied at point C located on the axis of symmetry of the cross section of a short column. Knowing that y = 11" determine at the top of column the stress @ pt A B 6" @ pt b @ pt C @ the N.A. A (a) 2" Y 2" 1/2" (9),

This problem is just like the example problem, but dimension changed so centroid and moment of inertia change, AND the applied load is up and not down. - 3" - 3"-| |2" A vertical force P of magnitude 20 kips is applied at point C located on the axis of symmetry of the cross section of a short column. Knowing that y = 11" determine at the top of column the stress @ pt A B 6" @ pt b @ pt C @ the N.A. A (a) 2" Y 2" 1/2" (9),

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Axial Load

When a bar of the uniform cross-section is acted by a load, such that the load acts along the longitudinal axis of the bar, such kinds of loadings are known as axial loadings. In general terms, a load is an external force acting on a component. An axial load acts perpendicular to the geometric cross-section of the component. Based on the direction of the application of the load, an axial load can be tensile or compressive. The analysis of bodies under the action of axial loads is generally studied under the branch of mechanics, known as statics.

Question

|This problem is just like the example problem, but dimension changed so
centroid and moment of inertia change, AND the applied load is up and not down.
- 3".
- 3"-|
A vertical force P of magnitude 20 kips is applied
at point C located on the axis of symmetry of the
cross section of a short column. Knowing that
y = 11" determine at the top of column
B
2"
6"
the stress @ pt A
@ pt b
@ pt C
@ the N.A.
A
4"
2" Y' 2"
1/2"

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