DavAD
Structural
- Nov 20, 2017
- 8
Hi,
When designing for shear in a beam I consider vertical stirrups at the required spacing.
Do you find that slanted stirrups (say 45degrees) are more effective to resist steel?
Thankyou, and Regards
When designing for shear in a beam I consider vertical stirrups at the required spacing.
Do you find that slanted stirrups (say 45degrees) are more effective to resist steel?
Thankyou, and Regards