A A Provide the requested values. Show your work, don't forget physical units. A A 3'-0" 5'-0" 500 plf 5000 lbs 10'-0" Max moment: Reactions at A and B: B Moment in the middle span: 5 K Shear at 2'-0": 4 10'-0" 5'-0" Max Moment: B Where is Max Moment occuring? Max Deflection (in inches): Ix= 250 in E= 29.000 ksi Where is Max Deflection occuring? Note: be careful with physical units; check that your answer makes sense 5'-0" 10'-0" 1 kip 500 plf B Max Moment: Note: Make use of the superposition principle

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods
Section: Chapter Questions
Problem 33P
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A
A
Provide the requested values. Show your work, don't forget physical units.
A
A
3'-0"
5'-0"
500 plf
5000 lbs
10'-0"
Max moment:
Reactions at A and B:
B
Moment in the middle span:
5 K
Shear at 2'-0":
4
10'-0"
5'-0"
Max Moment:
B
Where is Max Moment occuring?
Max Deflection (in inches):
Ix= 250 in
E= 29.000 ksi
Where is Max Deflection occuring?
Note: be careful with physical units; check that your answer makes sense
5'-0"
10'-0"
1 kip
500 plf
B
Max Moment:
Note: Make use of the superposition principle
Transcribed Image Text:A A Provide the requested values. Show your work, don't forget physical units. A A 3'-0" 5'-0" 500 plf 5000 lbs 10'-0" Max moment: Reactions at A and B: B Moment in the middle span: 5 K Shear at 2'-0": 4 10'-0" 5'-0" Max Moment: B Where is Max Moment occuring? Max Deflection (in inches): Ix= 250 in E= 29.000 ksi Where is Max Deflection occuring? Note: be careful with physical units; check that your answer makes sense 5'-0" 10'-0" 1 kip 500 plf B Max Moment: Note: Make use of the superposition principle
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