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CM 2500 / CM 2501 CM 2500 Structural Principles and Practices Final Exam - Part 2 Module 7- Beam Design for Kirby Hebert Q and A Louisiana State University

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CM 2500 / CM 2501 CM 2500 Structural Principles and Practices Final Exam - Part 2 Module 7- Beam Design for Kirby Hebert Q and A Louisiana State University

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CM 2500 / CM 2501 CM 2500 Structural Principles and Practices Final Exam - Part 2 Module 7- Beam Design for Kirby Hebert Q and A Louisiana State University CM 2500 / CM 2501 CM 2500 Structural Principles and Practices Final Exam - Part 2 Module 7- Beam Design for Kirby Hebert Q and A Louisiana State University CM 2500 / CM 2501 CM 2500 Structural Principles and Practices Final Exam - Part 2 Module 7- Beam Design for Kirby Hebert Q and A Louisiana State University

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allCM2500/CM2501forKirby Hebert / Module7:BeamDesign|ColumnsandBuckling / FinalExam-Part2
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Information
Determinethemagnitudeanddirectionofallsupportreactionsforthepin-jointedstructureshown below.
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w = 600 lb/ft.
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Question 1 d r

Correct d r d r 1.00pointsoutof1.00
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Selectone: r
d

a. 1350lbs.↑ dr r
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b. 5400lbs.→ dr r
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c. 5400lbs.↓ dr r
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d. 1800lbs.↑ dr r
d

, Question 2 d r

Correct d r d r 1.00pointsoutof1.00
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Ax=

Selectone:r
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a. 7200lbs.→ dr r
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b. 5400lbs.→ dr r
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c. 7200lbs.← dr r
d

d. 5400lbs.← dr r
d

Question 3 d r

Correct d r d r 1.00pointsoutof1.00
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Dy=

Selectone:r
d

a. 4050lbs.↑ dr r
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b. 5400lbs.↑ dr r
d

c. 5400lbs.↓ dr r
d

d. 1800lbs.↑ dr r
d

Question 4 d r

Incorrect d r 0.00pointsoutof1.00
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Dx=

Selectone:r
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a. 7200lbs.→ dr r
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b. 5400lbs.→ dr r
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c. 7200lbs.← dr r
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d. 5400lbs.← dr r
d

Document information

Uploaded on: September 10, 2026
Number of pages: 11
Written in: 2026/2027
Type: Exam (elaborations)
Contains: Questions & answers

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