A weight W= 120 kN is being supported by steel sections with force T, force F, and force C. The coordinates of A, B, C, and D are given. Assume that E is the origin (0,0,0). Determine Forces T, F, and C. PROVIDE FBD

Calculate the forces in members BC, CD, and CG of the loaded truss composed of equilateral triangles, each of side length 9 m. The forces are positive if in tension, negative if in compression. BC= Answers: CD = A CG = 9 m B C 3.3 KN G KN KN KN D E 6.0 KN

Determine the vertical displacement of joint C. B Cross-section of the truss C P The length of the truss AB, BC, AC, L, is 1,580 mm. The applied force at point C, P, is 55 kN. The diameter of the three trusses, D, is 26 mm. The elastic modulus of the three trusses, E, is 240 GPa.

Solve this Portion Use problem 3.52. Add a force of 500 kN that is perpendicularly applied at point B in the direction from B towardC.Remove the torque.The steel and brass are assumed to have Poisson’s ratios of 0.30. (a)Determine the internalforce in AB.(b)Determine the internal force in BC.(c)Determine the deflection at Point B.(d)Determine thereaction at Point A.(e)Determine the reaction at Point C. Explain your work concisely and in detail