SEISMIC DESIGN PROVISIONS AS PER ASCE7-22 (PART2 J)

Important Notes:
1- As per ACI318-22.9.1.3 the maximum fy used as shear friction is 420 MPa not 460 MPa.
2- If you don't consider the walls in the section cut, you have to know that some of chord forces will find way in the horizontal RFT of the concrete walls through the section.
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