![Beam to Wall Anchorage Design Based on ACI 530 / IBC 06 & CBC 07 1 Beam to Wall Anchorage Design Based on ACI 530 IBC 06 CBC 07](https://excel.civilmdc.com/wp-content/uploads/2021/12/Beam-to-Wall-Anchorage-Design-Based-on-ACI-530-IBC-06-CBC-07.png)
Beam to Wall Anchorage Design The testing consisted of specimens with closed tie anchor reinforcement, non-closed u-stirrups and control specimens without anchor reinforcement. Flexural and shear reinforcement were designed to resist Appendix D amplified anchorage forces and compared to test beams designed for non-amplified strength level forces.