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Exam (elaborations)

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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Institution
Louisiana State University
Course
CM 2500 (CM2500)

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allCM2500/CM2501forKirby Hebert / Module7:BeamDesign|ColumnsandBuckling / FinalExam-Part2
y
b y
b y
b y
b y
b y
b y
b b y b y b y y
b y
b y
b y
b y
b y
b y
b b y b y y
b y
b y
b y
b




Information
Determinethemagnitudeanddirectionofallsupportreactionsforthepin-jointedstructureshown below.
y
b y
b y
b y
b y
b y
b y
b y
b y
b y
b y
b y
b y
b by




w = 600 lb/ft.
by by by




Question 1 b y




Correct b y b y 1.00pointsoutof1.00
y
b y
b y
b y
b




Ay=

Selectone: y
b




a. 1350lbs.↑ by y
b




b. 5400lbs.→ by y
b




c. 5400lbs.↓ by y
b




d. 1800lbs.↑by y
b

, Question 2 b y




Correct b y b y 1.00pointsoutof1.00
y
b y
b y
b y
b




Ax=

Selectone:y
b




a. 7200lbs.→ by y
b




b. 5400lbs.→ by y
b




c. 7200lbs.← by y
b




d. 5400lbs.← by y
b




Question 3 b y




Correct b y b y 1.00pointsoutof1.00
y
b y
b y
b y
b




Dy=

Selectone:y
b




a. 4050lbs.↑ by y
b




b. 5400lbs.↑ by y
b




c. 5400lbs.↓ by y
b




d. 1800lbs.↑ by y
b




Question 4 b y




Incorrect b y 0.00pointsoutof1.00
y
b y
b y
b y
b




Dx=

Selectone:y
b




a. 7200lbs.→ by y
b




b. 5400lbs.→ by y
b




c. 7200lbs.← by y
b




d. 5400lbs.← by y
b
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Institution
Louisiana State University
Course
CM 2500 (CM2500)

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Number of pages
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Written in
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