and 5 others joined a min ago.
0
621views
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.
written 6.3 years ago by
kumbharsachinvs
• 0
|
modified 2.1 years ago
by
sagarkolekar
★ 11k
|
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.
ADD COMMENT
EDIT