For the shown frame and loads P=972 KN and Q=1944 KN, 3 m 3 m- B 1.5 m 1 m 8 m 6 m magnitude of y-component of reaction at B (KN) a. 216 b. 270 С. 324 d. 337.5 e. 378 magnitude of x-component of reaction at B (KN) a. 5616 b. 2808 c. 7020 d. 8424 e. 9828 magnitude of x-component of reaction at C (KN) magnitude of y-component of reaction at C (KN) magnitude of y-component of reaction at A (KN)

For the shown frame and loads P=972 KN and Q=1944 KN, 3 m 3 m- B 1.5 m 1 m 8 m 6 m magnitude of y-component of reaction at B (KN) a. 216 b. 270 С. 324 d. 337.5 e. 378 magnitude of x-component of reaction at B (KN) a. 5616 b. 2808 c. 7020 d. 8424 e. 9828 magnitude of x-component of reaction at C (KN) magnitude of y-component of reaction at C (KN) magnitude of y-component of reaction at A (KN)

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter10: Virtual Work And Potential Energy

Section: Chapter Questions

Problem 10.55P: Solve Prob. 10.54 assuming that A and B are connected by a spring of stiffness k = 0.3 W/b and free...

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