Nov 26, 2021 #1 Eng. Rawan Civil/Environmental Joined Nov 26, 2021 Messages 1 Location JO Can any one explain this statement
Nov 26, 2021 #2 jayrod12 Structural Joined Mar 8, 2011 Messages 6,304 Location CA 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.