SITUATION. A 250 x 300 mm concrete beam is prestressed with a pre-stressing force of 530 kN at an eccentricity of 60 mm. The beam carries a superimposed load of 50 kN/m. Calculate the stress at the top. O 1.41 MPa O 1.39 MPa 1.34 MPa O 1.30 MPa
SITUATION. A 250 x 300 mm concrete beam is prestressed with a pre-stressing force of 530 kN at an eccentricity of 60 mm. The beam carries a superimposed load of 50 kN/m. Calculate the stress at the top. O 1.41 MPa O 1.39 MPa 1.34 MPa O 1.30 MPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:SITUATION. A 250 x 300 mm concrete beam is prestressed with a pre-stressing force of 530
kN at an eccentricity of 60 mm. The beam carries a superimposed load of 50 kN/m. Calculate
the stress at the top.
O 1.41 MPa
O 1.39 MPa
O 1.34 MPa
1.30 MPa
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