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B 1.5 ft A. C E 3 kips 3 kips - 2 ft 2.

B 1.5 ft A. C E 3 kips 3 kips - 2 ft 2.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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B 1.5 ft A C E 3 kips 3 kips 2 ft 2 ft
Transcribed Image Text:B 1.5 ft A C E 3 kips 3 kips 2 ft 2 ft
o Additionally, angles will be reported with 2 decimal places. Find: 1. The magnitude of the reaction force at Support-E is 2. The magnitude of the horizontal component of the reaction force at Support-D is 3. The direction of the horizontal component of the reaction force at Support-D is, a. NOTE: kips. kips. i. Use the "standard coordinate system". ii. Measure in the positive direction. ii. Use a number between and including 0°-360°. 4. The magnitude of the internal force in Member-AB is, kips. 5. Member-AB. Enter "0" for: is a zero force member. Enter "1" for: is in tension. • Enter "2" for: is in compression. • Enter "3" for: is in torsion Enter "4" for: is neither in tension, nor compression, nor torsion. 6. The magnitude of the internal force in Member-BE i . kips. 7. Member-BE Enter "0" for: is a zero force member. • Enter "1" for: is in tension. • Enter "2" for: is in compression. • Enter "3" for: is in torsion Enter "4" for: is neither in tension, nor compression, nor torsion. 8. The magnitude of the internal force in Member-DE is_kips. 9. Member-DE Enter "0" for: is a zero force member. • Enter "1" for: is in tension. • Enter "2" for: is in compression. Enter "3" for: is in torsion Enter "4" for: is neither in tension, nor compression, nor torsion.
Transcribed Image Text:o Additionally, angles will be reported with 2 decimal places. Find: 1. The magnitude of the reaction force at Support-E is 2. The magnitude of the horizontal component of the reaction force at Support-D is 3. The direction of the horizontal component of the reaction force at Support-D is, a. NOTE: kips. kips. i. Use the "standard coordinate system". ii. Measure in the positive direction. ii. Use a number between and including 0°-360°. 4. The magnitude of the internal force in Member-AB is, kips. 5. Member-AB. Enter "0" for: is a zero force member. Enter "1" for: is in tension. • Enter "2" for: is in compression. • Enter "3" for: is in torsion Enter "4" for: is neither in tension, nor compression, nor torsion. 6. The magnitude of the internal force in Member-BE i . kips. 7. Member-BE Enter "0" for: is a zero force member. • Enter "1" for: is in tension. • Enter "2" for: is in compression. • Enter "3" for: is in torsion Enter "4" for: is neither in tension, nor compression, nor torsion. 8. The magnitude of the internal force in Member-DE is_kips. 9. Member-DE Enter "0" for: is a zero force member. • Enter "1" for: is in tension. • Enter "2" for: is in compression. Enter "3" for: is in torsion Enter "4" for: is neither in tension, nor compression, nor torsion.
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