Determine the prestressing steel area required for the precast concrete T-beam.Use the following data:Total moment = 250 kN-mEffective stress fse= 862 MPaAllowable concrete stress = f.=11 MPaConsider zero stress at the bottom of the beamI=3673x106 mm4A=103125 mm²Eccentricity = 271.6 mmCentroid of steel is located at 100 mm from the bottom of the beam.Select one:a. 591.97 mmb. 789.29 mm2.C. 443.98 mm2.d. 986.61 mm What is the stress at the top fiber of the precast concrete T-beam?Use the following data:Total moment = 250 kN-mEffective stress fse= 862 MPaAllowable concrete stress = fc=11 MPaConsider zero stress at the bottom of the beamI=3673x106 mm4%3DA=103125 mm²Eccentricity = 271.6 mmCentroid of steel is located at 100 mm from the bottom of the beam.Select one:O a. 6.00 MPab. 7.99 MPaС. 10.65 MPad. 13.31 MPa

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Determine the prestressing steel area required for the precast concrete T-bear Use the following data: Total moment = 250 kN-m Effective stress fse= 862 MPa Allowable concrete stress = f.=11 MPa Consider zero stress at the bottom of the beam I=3673x106 mm A=103125 mm² Eccentricity = 271.6 mm Centroid of steel is located at 100 mm from the bottom of the beam.

Determine the prestressing steel area required for the precast concrete T-bear Use the following data: Total moment = 250 kN-m Effective stress fse= 862 MPa Allowable concrete stress = f.=11 MPa Consider zero stress at the bottom of the beam I=3673x106 mm A=103125 mm² Eccentricity = 271.6 mm Centroid of steel is located at 100 mm from the bottom of the beam.

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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