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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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allCM2500/CM2501forKirby Hebert / Module7:BeamDesign|ColumnsandBuckling / FinalExam-Part2
c7 c7 c7 c7 c7 c7 c7 c 7 c 7 c 7 c7 c7 c7 c7 c7 c7 c7 c 7 c 7 c7 c7 c7 c7




Started on 7
c c 7 Sunday, December 4, 2022, 5:09 PM
c7 c7 c7 c7 c7




State Finished c 7




C omplet edon 7
c c 7 Sunday, December 4, 2022, 5:26 PM
c 7 c7 c 7 c 7 c7




Ti met aken 7
c c 7 16 mins 38 secs
c7 c7 c7




Poi nts c 7 24.00/27.00
Grade c 7 88.89out of 100.00 7
c c 7 c7




Information
Determinethemagnitudeanddirectionofallsupportreactionsforthepin-jointedstructureshown below.
c7 c7 c7 c7 c7 c7 c7 c7 c7 c7 c7 c7 c7 c7




w = 600 lb/ft.
c7 c7 c7




Question 1 c 7




Correct c 7 c 7 1.00pointsoutof1.00
c7 c7 c7 c7




Ay=

Selectone: c7




a. 1350lbs.↑ c7 c7




b. 5400lbs.→ c7 c7




c. 5400lbs.↓ c7 c7




d. 1800lbs.↑ c7 c7

, Question 2 c 7




Correct c 7 c 7 1.00pointsoutof1.00
c7 c7 c7 c7




Ax=

Selectone:c7




a. 7200lbs.→ c7 c7




b. 5400lbs.→ c7 c7




c. 7200lbs.← c7 c7




d. 5400lbs.← c7 c7




Question 3 c 7




Correct c 7 c 7 1.00pointsoutof1.00
c7 c7 c7 c7




Dy=

Selectone:c7




a. 4050lbs.↑ c7 c7




b. 5400lbs.↑ c7 c7




c. 5400lbs.↓ c7 c7




d. 1800lbs.↑ c7 c7




Question 4 c 7




Incorrect c 7 0.00pointsoutof1.00
c7 c7 c7 c7




Dx=

Selectone:c7




a. 7200lbs.→ c7 c7




b. 5400lbs.→ c7 c7




c. 7200lbs.← c7 c7




d. 5400lbs.← c7 c7

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