The clip angle connecting the beam's web at A to the column may be assumed equivalent to a pin support. Assume member BD acts as an axially loaded pin-end compression strut. Compute the reactions at points A and B. Given: X = 2 kips/ft. 1.6 kips/ft B X kips/ft C 4' The magnitude of the reaction at point A is Ax= (Click to select) = The magnitude of the reaction at point A is Ay= (Click to select) The magnitude of the reaction at point B is Bx= (Click to select) - The magnitude of the reaction at point B is By= (Click to select) kips, and the direction is kips, and the direction is kips, and the direction is kips, and the direction is
The clip angle connecting the beam's web at A to the column may be assumed equivalent to a pin support. Assume member BD acts as an axially loaded pin-end compression strut. Compute the reactions at points A and B. Given: X = 2 kips/ft. 1.6 kips/ft B X kips/ft C 4' The magnitude of the reaction at point A is Ax= (Click to select) = The magnitude of the reaction at point A is Ay= (Click to select) The magnitude of the reaction at point B is Bx= (Click to select) - The magnitude of the reaction at point B is By= (Click to select) kips, and the direction is kips, and the direction is kips, and the direction is kips, and the direction is
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The clip angle connecting the beam's web at A to the column may be assumed equivalent to a
pin support. Assume member BD acts as an axially loaded pin-end compression strut. Compute
the reactions at points A and B. Given: X= 2 kips/ft.
1.6 kips/ft
A
D
4
3
8'
B
X kips/ft
C
4'—Å
=
The magnitude of the reaction at point A is Ax
(Click to select).
The magnitude of the reaction at point A is Ay=
(Click to select).
The magnitude of the reaction at point Bis Bx=
(Click to select).
The magnitude of the reaction at point B is By=
(Click to select).
kips, and the direction is
kips, and the direction is
kips, and the direction is
kips, and the direction is
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