Design any one tension member from the truss shown below. Dead load D = 35 k and live load L= 40 k. Assume U = 1.0. Design using either LRFD or ASD. L M N H D B D O E D 6 at 30 ft = 180 ft P K 15 ft 15 ft

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Q: DF, CE and BD.

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Q: 80 kN 60 kN 10 m 10 m 10 m L. A B D F 20 C E

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Q: 5) Find the force in member EF (use the metod of sections 100lb B A Fig 5 1' D 1' E EF 1' F 100lb

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Q: ure A 2m B 2 m C 2 m D 4 m 500 N 700 N Part B Identify the zero-force members in the truss shown in…

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