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

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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Question
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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