The cross section of a reinforced concrete beam is shown below (15%). 19 in.- 1-n 13...

   

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The cross section of a reinforced concrete beam is shown below (15%). 19 in.- 1-n 13 in. Figure Prob. 3 No.3 Stirrups No.10 bars Knowing that: Clear concrete cover thickness per ACI 318-19 is 1.5 in.; flexural steel: four No. 10 bars, Stirrups: No. 3 closed ties. The clear bar spacing between two adjacent No. 10 bars is mostly near in. The cross section of a reinforced concrete beam is shown below (15%). 19 in.- 1-n 13 in. Figure Prob. 3 No.3 Stirrups No.10 bars The cross section of a reinforced concrete beam is shown below (15%). 19 in.- 1-n 13 in. Figure Prob. 3 No.3 Stirrups No.10 bars The cross section of a reinforced concrete beam is shown below (15%). 19 in.- 1-n 13 in. Figure Prob. 3 No.3 Stirrups No.10 bars Knowing that: Clear concrete cover thickness per ACI 318-19 is 1.5 in.; flexural steel: four No. 10 bars, Stirrups: No. 3 closed ties. The clear bar spacing between two adjacent No. 10 bars is mostly near in. Knowing that: Clear concrete cover thickness per ACI 318-19 is 1.5 in.; flexural steel: four No. 10 bars, Stirrups: No. 3 closed ties. The clear bar spacing between two adjacent No. 10 bars is mostly near in. Knowing that: Clear concrete cover thickness per ACI 318-19 is 1.5 in.; flexural steel: four No. 10 bars, Stirrups: No. 3 closed ties. The clear bar spacing between two adjacent No. 10 bars is mostly near in.