Take a section1_1 and calculate forces in members BC, FC and FG due to dead load, live load and wind load. Also design the members. Assume suction pressure on both slopes as 5 KN/m2.

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written 7.9 years ago by

vasuch145 • 0

modified 3.7 years ago by

phenjoisilab • 0

Figure shows the configuration of a Compound Fink roof truss having span as 12 m, rise 3. with spacing of trusses 4m c/c. Take a section1_1 and calculate forces in members BC, FC and FG due to dead load, live load and wind load. Also design the members. Assume suction pressure on both slopes as 5 KN/m2.

design and drawing of steel structures

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