Excel Sheets

Our New Digital Store -> civilmdc.sellix.io

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.

We will be happy to hear your thoughts

Leave a reply

Excel Sheets
Enable registration in settings - general
Compare items
  • Total (0)