Posted by: Stat November 6, 2013
Login in to Rate this Post:
0 
? 
?
Oh_gaathe,
Assuming you are using Steel sections use AISC manual for compression and tension capacity of different shape and sizes. For detail use spec section. This is for individual member only(based on your question), for full truss design you have to consider other factors as well.
Hope it helps.
Assuming you are using Steel sections use AISC manual for compression and tension capacity of different shape and sizes. For detail use spec section. This is for individual member only(based on your question), for full truss design you have to consider other factors as well.
Hope it helps.