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Fax Far FN MAY MA TCD lb lb ft-lb ft·lb lb t

Fax Far FN MAY MA TCD lb lb ft-lb ft·lb lb t

Structural Analysis
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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Rigid bar ABC is ft long and lies in the ye-plane. A hinge at A and cable CD support the bar. The hinge axis lies along the x-axis. (Due to the nature of this problem, do not use rounded intermediate values in your calculations-including answers submitted in WebAssign) D = (-3, 7, 4) ft 35⁰ (454 lb) i Determine the reactions the hinge exerts on the bar and the tension in cable CD. Point B, where F is applied to the rad, is 6 ft (measured along the rod) from A. The width, thickness, and weight of bar ABC are negligible. Note that the hinge must develop all five components of reaction available to support the bar, (Indicate the direction with the sign of your answer. Enter the forces in pounds and the moments in ft-lb.) lb W lb FAV a lb FN ft-lb MAY ft. 16 lb Mas TOD . . .
Transcribed Image Text:Rigid bar ABC is ft long and lies in the ye-plane. A hinge at A and cable CD support the bar. The hinge axis lies along the x-axis. (Due to the nature of this problem, do not use rounded intermediate values in your calculations-including answers submitted in WebAssign) D = (-3, 7, 4) ft 35⁰ (454 lb) i Determine the reactions the hinge exerts on the bar and the tension in cable CD. Point B, where F is applied to the rad, is 6 ft (measured along the rod) from A. The width, thickness, and weight of bar ABC are negligible. Note that the hinge must develop all five components of reaction available to support the bar, (Indicate the direction with the sign of your answer. Enter the forces in pounds and the moments in ft-lb.) lb W lb FAV a lb FN ft-lb MAY ft. 16 lb Mas TOD . . .
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