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The spacing of transverse reinforcement is is determined automatically to meet the most restrictive requirements. Detail of transverse reinforcemen are in accordance with Transverse Reinforcement (v12) title. The conditions given in heading Transverse Reinforcement (v12) for column gies are given below.
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The earthquake-induced shear force, calculated in accordance with ACI 18.7.6.1, is at least one-half of the maximum required shear strength within lo.
The factored axial compressive force Pu including earthquake effects is less than Agfc′/10.
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