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Mechanic Of Material Beer Solution 6th 9 N F 3 10 6 15 0 are solved to get Ax 0 kN Ay 116667 kN N F 133333 kN Then from a free-body diagram of the right hand section of the truss the equations of equilibrium 4 M C 0.
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Mechanics Of Materials 6th Edition Wiley 7MECHANICS OF MATERIALS 6th Edition RILEY STURGES AND MORRIS 1-6 From an overall free-body diagram the equations of equilibrium Fx 0.

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