Civil MDC

Beam to Wall Anchorage Design Based on ACI 530 / IBC 06 & CBC 07 2

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.

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