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Y dc cb 085f c′ Ts hf b Asf AsAsf Case I Case II Solution First determining the effective flange width from Section (1) or ACI 8102 1) b ≤ span 4 =24×12 4 =72 in 2) b ≤16h f b w =(16×3)11 =59 in 3) b ≤clear spacing between beams b w =center to center spacing between beams = 47 in The centerline T beam spacing controls in this case, and b = 47.
Hfba fa. B hf Á u =0003 Á y dc cb 085f c′ Ts hf b Asf AsAsf Case I Case II Solution First determining the effective flange width from Section (1) or ACI 8102 1) b ≤ span 4 =24×12 4 =72 in 2) b ≤16h f b w =(16×3)11 =59 in 3) b ≤clear spacing between beams b w =center to center spacing between beams = 47 in The centerline T beam spacing controls in this case, and b = 47.
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