Thank you for your advised Ron.
I have some attached of drawing that made me crazy,Where can i find the standard how to design the post size and the conn. at "A" on drg.
I can not imagine,Do we have the moment act on the post or just only the axial force
Could someone advice me for more details...
Hi All,
I need some help,
I'm new for this forum and who can suggest me how to design steel racking system or who can help me to create some programing for this structural type.
Thank you in advance