Use 3 #7 bars continuous from grids 1 to 4 along line G, providing A, = 3 x 0.6 = 1.8 in.2 > 1.73 in.2 OK

Figure 7.49c. Reinforced concrete diaphragm design example: (1) floor plan; (2) equivalent loads due to primary diaphragm action; (3) equivalent loads due to torsional effects; (4) final equivalent loads = (2) + (3); (5) shear diagram; (6) bending moment diagram.
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