Beam to Wall Anchorage Design Based on ACI 530 / IBC 06 & CBC 07
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.
