Handwritten solutions are strictly prohibited. Bar DE is steel (E = 29,000 ksi, oYield = 36 ksi) and has a cross-section area of 0.25 in2. Bar BC is brass (E =15,000 ksi, oYield = 30 ksi) and has a cross-sectional area of 0.30 in2. Bar ABDF can be considered rigid.Both the steel and brass bars are deformable. The weight of the bars can be assumed negligible incomparison to the forces they are supporting. Find the axial stress in the steel and brass bars and thedeflection at point A.Not to ScaleE16 in8 inUMUVOVE2 in4 in4 inD5.4 kips

Answered: Image /qna-images/answer/401d50df-a68d-41a6-83fe-a916ca9c3c19.jpg

Answered: i) and has a cross-sectional area of…

i) and has a cross-sectional area of 0.30 in2. Bar ABDF The weight of the bars can be assu Find the axial stress in the steel and bars are deformable. they are supporting.

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

Handwritten solutions are strictly prohibited.

Bar DE is steel (E = 29,000 ksi, oYield = 36 ksi) and has a cross-section area of 0.25 in2. Bar BC is brass (E =
15,000 ksi, oYield = 30 ksi) and has a cross-sectional area of 0.30 in2. Bar ABDF can be considered rigid.
Both the steel and brass bars are deformable. The weight of the bars can be assumed negligible in
comparison to the forces they are supporting. Find the axial stress in the steel and brass bars and the
deflection at point A.
Not to Scale
E
16 in
8 in
UMU
VOVE
2 in
4 in
4 in
D
5.4 kips

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