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Under Flexure Design, Bottom Steel (Tension) gives 4-16φ (804 mm²), Flexure Utilization is about 0.81 and Flexure Check reads SAFE: IS 456 Annex G sizes the steel so the section’s moment capacity is at least Mu, with the neutral axis kept below its limiting depth. Under Shear Design, τv is slightly above τc, so Stirrup Configuration gives 2L-8φ@300 to carry the excess (Cl. 40).