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Given are the following: Unit weight of concrete = 24 kN/m³ f'c = 35 Mpa fse = 820 MPa fpu = 1350 MPa = 1200 mm? Aps fpy = 1050 MPa Beam is a simple span and have a length of 30m. Use bonded tendons as prestressed reinforcement. A. Determine the depth of the compression block (mm) B. Determine the nominal moment strength (kN-m)

Given are the following: Unit weight of concrete = 24 kN/m³ f'c = 35 Mpa fse = 820 MPa fpu = 1350 MPa = 1200 mm? Aps fpy = 1050 MPa Beam is a simple span and have a length of 30m. Use bonded tendons as prestressed reinforcement. A. Determine the depth of the compression block (mm) B. Determine the nominal moment strength (kN-m)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Given are the following: 600 Unit weight of concrete = 24 kN/m3 f'c = 35 Mpa fse = 1350 MPa 820 MPa fpu Aps = 1200 mm? = 1050 MPa fpy Beam is a simple span and have a length of 30m. Use bonded tendons as prestressed reinforcement. A. Determine the depth of the compression block (mm) B. Determine the nominal moment strength (kN-m) C. Determine the design moment capacity (kN-m) 150 150
Transcribed Image Text:Given are the following: 600 Unit weight of concrete = 24 kN/m3 f'c = 35 Mpa fse = 1350 MPa 820 MPa fpu Aps = 1200 mm? = 1050 MPa fpy Beam is a simple span and have a length of 30m. Use bonded tendons as prestressed reinforcement. A. Determine the depth of the compression block (mm) B. Determine the nominal moment strength (kN-m) C. Determine the design moment capacity (kN-m) 150 150
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