Figure Q1 below shows a truss system subjected to 10kN/m triangular distributed load along the member of BD and a horizo

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Figure Q1 below shows a truss system subjected to 10kN/m triangular distributed load along the member of BD and a horizo

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Figure Q1 Below Shows A Truss System Subjected To 10kn M Triangular Distributed Load Along The Member Of Bd And A Horizo 1
Figure Q1 Below Shows A Truss System Subjected To 10kn M Triangular Distributed Load Along The Member Of Bd And A Horizo 1 (58.13 KiB) Viewed 46 times
Figure Q1 below shows a truss system subjected to 10kN/m triangular distributed load along the member of BD and a horizontal load of 5kN at joint D. (CO1-PO1) a) Find the determinacy of the truss. (C2) (5 marks) b) Determine the internal forces for all members by using Method of Joint. Then, analyse the vertical displacement at joint D. Given the value for the Modulus of Elasticity and cross-sectional area are 200GPa and 1.75×10−4 m2 respectively. (C4) (20 marks)
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