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Determine the flexural capacity, Mn for the singly reinforced rectangular beams

ID: 1710423 • Letter: D

Question

Determine the flexural capacity, Mn for the singly reinforced rectangular beams having the following properties. Use strength reduction factors from ACI Code. Use beam 1 as a reference, identify the most effective way to increase the flexural capacity of a reinforced concrete beam and discuss

Problem #1: Determine the flexural capacity, pMn for the singly reinforced rectangular beams having the following properties. Use strength reduction factors from ACI Code. Use beam 1 as a reference, identify the most effective way to increase the flexural capacity of a reinforced concrete beam and discuss. Beam No. b in d in Bars f c (psi) fy si 4,000 22 60,000 12 3 No. 7 2 12 22 2 No. 9 plus 1 No. 8 4,000 60,000 4,000 80,000 3 No. 7 12 22 4 12 22 3 No. 7 6000 60,000 12 33 3 No. 7 4,000 60,000

Explanation / Answer

Column b d As Fy Fc a =(As x Fy )/(0.85 fc x b) Mn= 0.85x fc X ab(d-a/2) Mn = 0.75 x Mn 1 12 22 1.8 60 4 2.647 2233.059 1674.794118 2 12 22 2.79 60 4 4.103 3339.384 2504.537868 3 12 22 1.8 80 4 3.529 2913.882 2185.411765 4 12 22 1.8 60 6 1.765 2280.706 1710.529412 5 12 33 1.8 60 4 2.647 3421.059 2565.794118 Column b d As Fy Fc a =(As x Fy )/(0.85 fc x b) Mn= 0.85x fc X ab(d-a/2) Mn = 0.75 x Mn 1 12 22 1.8 60 4 2.647 2233.059 1674.794118 2 12 22 2.79 60 4 4.103 3339.384 2504.537868 3 12 22 1.8 80 4 3.529 2913.882 2185.411765 4 12 22 1.8 60 6 1.765 2280.706 1710.529412 5 12 33 1.8 60 4 2.647 3421.059 2565.794118 The best way to increase the flexular strength is to increase the depth of the beam

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