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3.21 Forthe cross-section obtained for the assigned data Case of Problem 3.14, redesign as a beam with compression steel, making the net reinforcement ratio (

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3.21 Forthe cross-section obtained for the assigned data Case of Problem 3.14, redesign as a beam with compression steel, making the net reinforcement ratio ( pp) about one-half the maximum permitted according to ACI-B.10.3.3 for a singly reinforced beam. If Problem 3.14 has not been solved previously, use the smallest rectangular cross-section permitted by ACI-1.10.3.3 for a beam having tension reinforcement only. 3.21 Forthe cross-section obtained for the assigned data Case of Problem 3.14, redesign as a beam with compression steel, making the net reinforcement ratio ( pp) about one-half the maximum permitted according to ACI-B.10.3.3 for a singly reinforced beam. If Problem 3.14 has not been solved previously, use the smallest rectangular cross-section permitted by ACI-1.10.3.3 for a beam having tension reinforcement only

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