Activity 1. Solve the problems below and use NSCP 2001 limitations/specifications. Show your detailed solution. 1. A reinforced concrete beam has a width of 300 mm and an effective depth to tension bars of 600 mm. compression reinforcement if needed will be placed at a depth of 60 mm below the top. If f= 30 MPa and fy = 414 MPa, determine the tension steel area if the beam is to resist an ultimate moment of 650 kN-m. Ans. 3,420 mm²

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Activity 1. Solve the problems below and use NSCP 2001 limitations/specifications. Show
your detailed solution.
1. A reinforced concrete beam has a width of 300 mm and an effective depth to
tension bars of 600 mm. compression reinforcement if needed will be placed at a
depth of 60 mm below the top. If f = 30 MPa and fy = 414 MPa, determine the
tension steel area if the beam is to resist an ultimate moment of 650 kN-m.
Ans. 3,420 mm²
Transcribed Image Text:Activity 1. Solve the problems below and use NSCP 2001 limitations/specifications. Show your detailed solution. 1. A reinforced concrete beam has a width of 300 mm and an effective depth to tension bars of 600 mm. compression reinforcement if needed will be placed at a depth of 60 mm below the top. If f = 30 MPa and fy = 414 MPa, determine the tension steel area if the beam is to resist an ultimate moment of 650 kN-m. Ans. 3,420 mm²
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