3C Draw A complete and cerreet free-body diagram ofeach of the bodies designated in the stalements Theweighte of the bodies are significant only if the manee ated. All forces, known and uniawn, should belobeted (Note The aese ef we reeetion eomponentscannot always be determinod without numericalcaleulation.1 Ueiform hurisontal bar of masa naspendied by vertical cable A andupported by rogh indlined vurfeeas.5 Eniform graeed wheel of mamsupported by a nh urtace and byactain of honsontal cable.2 Whel of mam oe vereef beingrelled ver curt hy pull P.Bar, initially horiontal but deflectedunder lead L. Pined to ril ppertat h nda. Laled true upported by pin jeint at7. Uniliem heavy plate of museMpported inCand hinge AA andy cable at 8.vertical plane le calde4 Ueilar bar ef ma and roller ofmene m, taken together. Subjected tecouple M and suppertel an shewnRoller in free te turaKastire fram palleya, and enntastingoible to be ilated as a ringle mit.31Figure 3/C

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3C Draw A comglete and correct free-body diagram of each of the bodies designated in the stalements. The weighte of the bodies are significant only if the mane e tated. All toroes, known and unknwn, should be 1. Uniform horisontal bar of mas m Aaspended by vertical cable a A and upported by ragh inelined vurface as. 2 Wheel of mam on verge ef being relled ver curt hy pull P. a. Laled true upported by pin jeint at A and by cable at 8.

3C Draw A comglete and correct free-body diagram of each of the bodies designated in the stalements. The weighte of the bodies are significant only if the mane e tated. All toroes, known and unknwn, should be 1. Uniform horisontal bar of mas m Aaspended by vertical cable a A and upported by ragh inelined vurface as. 2 Wheel of mam on verge ef being relled ver curt hy pull P. a. Laled true upported by pin jeint at A and by cable at 8.

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

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter8: Centroids And Distributed Loads

Section: Chapter Questions

Problem 8.38P: The equation of the catenary shown is y = 100 cosh (x/100) where x and y are measured in feet (the...

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