The rectangular plate shown below weighs 100 lb. and is held in position by a cable EF and hinges at A and B. The hinge at B does not exert any axial ra hrust (Bx = 0), and both hinges A and B do not exert any moment. Determine he tension in cable EF and the reactions at hinges A and B. y F' Z 30 in. 4 in A E 8 in. C F 4 in. 25 in. B 20 in.
The rectangular plate shown below weighs 100 lb. and is held in position by a cable EF and hinges at A and B. The hinge at B does not exert any axial ra hrust (Bx = 0), and both hinges A and B do not exert any moment. Determine he tension in cable EF and the reactions at hinges A and B. y F' Z 30 in. 4 in A E 8 in. C F 4 in. 25 in. B 20 in.
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter5: Three-dimensional Equilibrium
Section: Chapter Questions
Problem 5.42P: The 350-lb homogeneous plate has the shape of an isosceles triangle. The plate is supported by a...
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