A reinforced concrete coupling beam intersects a shear wall with high-strength concrete featuring a f'c of 10000 psi. Diagonal coupling beam reinforcement extends into the wall boundary zone with a typical development length Ldt. Longitudinal and transverse reinforcing bars are tied within the beam section, maintaining a maximum spacing of six inches from the edge of the wall where specified. The centerline of the beam aligns with the wall opening interface.
f'c = 10000 psi 6" MAX Ldt, TYP OPENING DIAGONAL COUPLING BEAM REINFORCEMENT COUPLING BEAM SHEAR WALL EDGE OF WALL WHERE OCCURS SEE NOTE 2 CENTERLINE OF BEAM
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