Nov 26, 2021 #2 jayrod12 Structural Mar 8, 2011 6,259 Explain how? They're limiting the width of the flange that you can consider when it is in tension. Otherwise you'd have people trying to argue you get participation of bars 3 feet away from an 8" wide beam. Upvote 0 Downvote
Explain how? They're limiting the width of the flange that you can consider when it is in tension. Otherwise you'd have people trying to argue you get participation of bars 3 feet away from an 8" wide beam.
