Figure Q2 shows a truss system subjected to uniform distnbutod load of 20 KN/m along member...

 

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Figure Q2 shows a truss system subjected to uniform distnbutod load of 20 KN/m along member EF, and point loads of 35 kN and 40 kN at joints Fand G respoctively (CO1 P01) a) Find the deteminacy of the structure (C2) (3 marks) b) Determine the internal forces in all members by using the Method of Joints. (C4) (17 marks) c) Analyse the vertical displacement at point F. Given the cross section area throughout the truss system is 125 x 10° m and modulus of elasticity of 205 GPa. (C4) (15 marks) 2m 2m 2m 2m CH D. 20 kN/m 5m 30 35 kN 40 kN Figure Q2 shows a truss system subjected to uniform distnbutod load of 20 KN/m along member EF, and point loads of 35 kN and 40 kN at joints Fand G respoctively (CO1 P01) a) Find the deteminacy of the structure (C2) (3 marks) b) Determine the internal forces in all members by using the Method of Joints. (C4) (17 marks) c) Analyse the vertical displacement at point F. Given the cross section area throughout the truss system is 125 x 10° m and modulus of elasticity of 205 GPa. (C4) (15 marks) 2m 2m 2m 2m CH D. 20 kN/m 5m 30 35 kN 40 kN