Q3. A truss is shown in Figure Q3. The truss has two pin supports at points A and D. At points C and E, two vertical poi

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Q3. A truss is shown in Figure Q3. The truss has two pin supports at points A and D. At points C and E, two vertical poi

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Q3 A Truss Is Shown In Figure Q3 The Truss Has Two Pin Supports At Points A And D At Points C And E Two Vertical Poi 1
Q3 A Truss Is Shown In Figure Q3 The Truss Has Two Pin Supports At Points A And D At Points C And E Two Vertical Poi 1 (72.2 KiB) Viewed 16 times
Q3. A truss is shown in Figure Q3. The truss has two pin supports at points A and D. At points C and E, two vertical point loads with the intensity of 5 kN and 8 kN have been applied to the truss, respectively. Support D has settled down for 30 mm. The modulus of elasticity, E for all members is 200 GPa. The cross sectional area, A of all members is 500 mm². (c) (b) By taking the vertical reaction at D as redundant, determine its value. (d) Determine the degree of indeterminacy of the truss. 4 m Determine all support reactions. Determine axial forces of all members. A D 3 m +4 B E 8 kN FIGURE Q3 (2 marks) 3 m (12 marks) (3 marks) (5 marks) (22 marks) 5 kN
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