Consider the given figure. Given: P= 20 kips. P D w = 5 kips/ft 4' C 6' - hinge B 6' A

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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Consider the given figure. Given: P= 20 kips.
P
D
w = 5 kips/ft
4'
C
E
6'
hinge
B
6'
A
ケーーャー
Transcribed Image Text:Consider the given figure. Given: P= 20 kips. P D w = 5 kips/ft 4' C E 6' hinge B 6' A ケーーャー
Evaluate the reaction forces at A and E.
The vertical component of the reaction force at A is Ay=
kips (Click to select)
The horizontal component of the reaction force at A is Ax=
kips (Click to select) v
The moment at A is MA=
kip-ft (Click to select) v
The reaction force at E is Ey=
kips |(Click to select) v
Transcribed Image Text:Evaluate the reaction forces at A and E. The vertical component of the reaction force at A is Ay= kips (Click to select) The horizontal component of the reaction force at A is Ax= kips (Click to select) v The moment at A is MA= kip-ft (Click to select) v The reaction force at E is Ey= kips |(Click to select) v
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