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.

968views

written 8.4 years ago by

vasuch145 • 0

modified 4.2 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

ADD COMMENT EDIT