The prestressed rectangular section shown in cross section in Figureis pretensioned using fivelow relaxation stress-relieved Grade 270 (fp = 1860 MPa), carrying effective prestress fp = 1140 kN/m². Concrete strength is f' = 28 MPa. Calculate the design strength of the beam. (% = 0.28).300 mm600 mm…….Figure430 mm491 mmAps=494 mm²Pretensioned beam, cross section dimensions

b = 300 mmd = 430 mmh = 600 mmfpu = 1860 MPafpe = 1140 kN/m2fc = 28 MPaAps

The prestressed rectangular section shown in cross section in Figure is pretensioned using five low relaxation stress-relieved Grade 270 (fp = 1860 MPa ), carrying effective prestress fpc = 1140 kN/m² . Concrete strength is f = 28 MPa. Calculate the design strength of the beam. (% = 0.28). 300 mm 600 mm TE 430 mm 491 mm Aps=494 mm²

The prestressed rectangular section shown in cross section in Figure is pretensioned using five low relaxation stress-relieved Grade 270 (fp = 1860 MPa ), carrying effective prestress fpc = 1140 kN/m² . Concrete strength is f = 28 MPa. Calculate the design strength of the beam. (% = 0.28). 300 mm 600 mm TE 430 mm 491 mm Aps=494 mm²

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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