Draw the influence line for: 1.a. Vertical Reaction at A 1.b Moment Reaction at A 1.c. Vertical Reaction at C 1.d Shear for for point E (6' to the right of B) 1.e Moment for point E (6' to the right of B) 1.f. What will be the maximum reaction values for the items above if there is an applied load of 10kips and 2 k/ft uniform load (indefinite length)

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
D
12'-
- 12'-
Draw the influence line for:
1.a. Vertical Reaction at A
1.b Moment Reaction at A
1.c. Vertical Reaction at C
1.d Shear for for point E (6' to the right of B)
1.e Moment for point E (6' to the right of B)
1.f. What will be the maximum reaction values for the items above if there is an applied load
of 10kips and 2 k/ft uniform load (indefinite length)
Transcribed Image Text:B D 12'- - 12'- Draw the influence line for: 1.a. Vertical Reaction at A 1.b Moment Reaction at A 1.c. Vertical Reaction at C 1.d Shear for for point E (6' to the right of B) 1.e Moment for point E (6' to the right of B) 1.f. What will be the maximum reaction values for the items above if there is an applied load of 10kips and 2 k/ft uniform load (indefinite length)
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