Oct 12, 2014 #1 EYFS Structural Jul 25, 2014 25 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 Feb 14, 2009 116 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.