2.) Consider the bar OA that is constrained by a ball-and-socket joint at O. Cables connect A to points B, C and the load (F). Load F is 470 Ib. The weight of the bar OA is 220 lb and acts at its midpoint. BEWARE: look carefully at the labels for each axis. Z is not the vertical axis. a. Draw a FBD of the bar OA. Label all (external) unknown reaction forces & moments for the pipe. b. Determine tensions in the cables (AB and AC) C. Determine the reaction forces at O.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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2.) Consider the bar OA that is constrained by a ball-and-socket joint at O. Cables connect A to
points B, C and the load (F). Load F is 470 Ib.
The weight of the bar OA is 220 lb and acts at its midpoint.
BEWARE: look carefully at the labels for each axis. Z is not the vertical axis.
a. Draw a FBD of the bar OA. Label all (external) unknown reaction forces &
moments for the pipe.
b. Determine tensions in the cables (AB and AC)
С.
Determine the reaction forces at O.
Transcribed Image Text:2.) Consider the bar OA that is constrained by a ball-and-socket joint at O. Cables connect A to points B, C and the load (F). Load F is 470 Ib. The weight of the bar OA is 220 lb and acts at its midpoint. BEWARE: look carefully at the labels for each axis. Z is not the vertical axis. a. Draw a FBD of the bar OA. Label all (external) unknown reaction forces & moments for the pipe. b. Determine tensions in the cables (AB and AC) С. Determine the reaction forces at O.
y
C
(0, 6,-10) ft
A
(8, 6, 0) ft
В
(0, 10, 4) ft
-Fj
Transcribed Image Text:y C (0, 6,-10) ft A (8, 6, 0) ft В (0, 10, 4) ft -Fj
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