Portal Frames in Boundary Conditions
Portal Frames in Boundary Conditions
(OP)
I have been working through SCI publication 087 (The behaviour of Steel Portal Frames in Boundary Conditions.
Following the 1st design example I worked out I need 155mm^2 cross sectional area to achieve the criteria for longitudinal stability. I am assuming this is provided along the building be the eaves tie, is this correct?
Following the 1st design example I worked out I need 155mm^2 cross sectional area to achieve the criteria for longitudinal stability. I am assuming this is provided along the building be the eaves tie, is this correct?






RE: Portal Frames in Boundary Conditions
I believe the current SCI Publication for dealing with steel portals in boundary conditions is P313.
This superceded P087.
VB
RE: Portal Frames in Boundary Conditions
RE: Portal Frames in Boundary Conditions
VB
RE: Portal Frames in Boundary Conditions