Oct 12, 2014 #1 EYFS Structural Joined Jul 25, 2014 Messages 25 Location LB Hi, ACI 314 mention a limitation for girder width to column dimansion. Is there any limitation mentioned in 318? Or this is only a purpose due to the simolification in 314?
Hi, ACI 314 mention a limitation for girder width to column dimansion. Is there any limitation mentioned in 318? Or this is only a purpose due to the simolification in 314?
Oct 13, 2014 #2 PSEPK Structural Joined Feb 14, 2009 Messages 116 Location PK ACI 318-11 sections 21.5.1.3 and 21.5.1.4 specify limits for the width of flexural members in special moment frames. Upvote 0 Downvote
ACI 318-11 sections 21.5.1.3 and 21.5.1.4 specify limits for the width of flexural members in special moment frames.
Oct 13, 2014 Thread starter #3 EYFS Structural Joined Jul 25, 2014 Messages 25 Location LB Than you PSEPK! Upvote 0 Downvote