Part B - Write the equilibrium equationConstruct the equilibrium equation (in terms of force) that relates the axial load in the steel and aluminumposts to the distributed load applied to the beam. Let Fa and Fs equal the magnitudes of the force ineach of the aluminum and steel posts, respectively.Express your answer in terms of Fa and F.►View Available Hint(s)VG ΑΣΦ ↓↑ vecPart C - Axial forces in the postsO?kN-0Determine the magnitude of the axial force in each of the steel and aluminum posts when subjected to theuniform distributed load. Treat compressive forces as negative and tensile forces as positive.Express your answers in kilinewtons to three significant figures separated by a comma. geometric constraints40 mm250 mmPart A - Define the compatibility conditionSteel60 mm-←Aluminum300 mm→Steel300 mm →200 kN/m-I-Beam←40 mmAn infinitely rigid, weightless beam is supported by three circular posts, as shown. The outer posts are made of A-36 steel, and the central post is made of 2014-T6 aluminum. Prior to loading, all posts have a length of 250 mm. The systemis subjected to a distributed load of 200 kN/m. Assume that the posts are rigidly connected to the beam and that the posts are subjected to the uniform, distributed load applied to the beam.Enter a compatibility condition that relates the displacement of the tops of the steel and aluminum posts due to the unknown axial forces in the posts. Let da be the displacement of the top of the aluminum post due to theaxial force and d be the displacement of the top of the steel posts due to the axial force.

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Part B - Write the equilibrium equation Construct the equilibrium equation (in terms of force) that relates the axial load in the steel and aluminum posts to the distributed load applied to the beam. Let Fa and Fs equal the magnitudes of the force in each of the aluminum and steel posts, respectively. Express your answer in terms of Fa and F. View Available Hint(s) VO ΑΣΦ ↓↑ vec Part C-Axial forces in the posts E 2. kN -0 Determine the magnitude of the axial force in each of the steel and aluminum posts when subjected to the uniform distributed load. Treat compressive forces as negative and tensile forces as positive. Express your answers in kilinewtons to three significant figures separated by a comma.

Part B - Write the equilibrium equation Construct the equilibrium equation (in terms of force) that relates the axial load in the steel and aluminum posts to the distributed load applied to the beam. Let Fa and Fs equal the magnitudes of the force in each of the aluminum and steel posts, respectively. Express your answer in terms of Fa and F. View Available Hint(s) VO ΑΣΦ ↓↑ vec Part C-Axial forces in the posts E 2. kN -0 Determine the magnitude of the axial force in each of the steel and aluminum posts when subjected to the uniform distributed load. Treat compressive forces as negative and tensile forces as positive. Express your answers in kilinewtons to three significant figures separated by a comma.

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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Question

Part B - Write the equilibrium equation
Construct the equilibrium equation (in terms of force) that relates the axial load in the steel and aluminum
posts to the distributed load applied to the beam. Let Fa and Fs equal the magnitudes of the force in
each of the aluminum and steel posts, respectively.
Express your answer in terms of Fa and F.
►View Available Hint(s)
VG ΑΣΦ ↓↑ vec
Part C - Axial forces in the posts
O
?
kN-0
Determine the magnitude of the axial force in each of the steel and aluminum posts when subjected to the
uniform distributed load. Treat compressive forces as negative and tensile forces as positive.
Express your answers in kilinewtons to three significant figures separated by a comma.

geometric constraints
40 mm
250 mm
Part A - Define the compatibility condition
Steel
60 mm-
←
Aluminum
300 mm
→
Steel
300 mm →
200 kN/m
-I-Beam
←40 mm
An infinitely rigid, weightless beam is supported by three circular posts, as shown. The outer posts are made of A-36 steel, and the central post is made of 2014-T6 aluminum. Prior to loading, all posts have a length of 250 mm. The system
is subjected to a distributed load of 200 kN/m. Assume that the posts are rigidly connected to the beam and that the posts are subjected to the uniform, distributed load applied to the beam.
Enter a compatibility condition that relates the displacement of the tops of the steel and aluminum posts due to the unknown axial forces in the posts. Let da be the displacement of the top of the aluminum post due to the
axial force and d be the displacement of the top of the steel posts due to the axial force.

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