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Design and Analysis of Residential Building
www.irjet.netPt% = x 100 = x 100 = 0.266 T c = 0.36 N/M2 < T cmax ::Hence safe in shear . Reinforcement in edge strip: A st = 0.12/100 x 1000 x 140 = 168 mm2 Spacing = 299 = 280 mm say ::Provide 8 mm φ @ 280 mm c/c . Torsion reinforcement at corners: Maximum middle strip Reinforcement = 357mm2 Reinforcement each of the four layer = ¾ x 357 = 267.75 mm2 A st