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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