Feb 16, 2017 #1 Sparkes1992 Structural Nov 3, 2016 29 Can anyone shed some light on why there is a reduction in strength to the reinforcement component in the shear design check for masonry in the AS3700?
Can anyone shed some light on why there is a reduction in strength to the reinforcement component in the shear design check for masonry in the AS3700?
Feb 16, 2017 #2 hokie66 Structural Jul 19, 2006 22,585 You might get better results if you post in the AS/NZS forum. Upvote 0 Downvote
Feb 17, 2017 #3 Retrograde Structural Aug 26, 2015 594 I think it might be that the direction of the potential cracks will not be perpendicular to the reinforcement. Upvote 0 Downvote
I think it might be that the direction of the potential cracks will not be perpendicular to the reinforcement.
