All A prestressed concrete beam has a wldth of 300 mm and an overall depth of 600 mm. The prestressing tendons are placed at a distance "e" below the neutral axis of the beam and the applied prestressing force is P in kN. There is 15% loss of prestress. 1. Determine the values of P when the compressive stress in the entire cross- section is 21 MPа. 2. Determine the values of e when the compressive stress in the entire cross- section is 15 MPа. 3. Determine the values of P and e when the compressive stresses at top and bottom of the beam are 2 MPa and 12 MPa, respectively. 4. Determine the Stress at top of the beam due to prestress only. If the initial prestressing force of 500 kN at an eccentricity of 250 mm at midspan.
All A prestressed concrete beam has a wldth of 300 mm and an overall depth of 600 mm. The prestressing tendons are placed at a distance "e" below the neutral axis of the beam and the applied prestressing force is P in kN. There is 15% loss of prestress. 1. Determine the values of P when the compressive stress in the entire cross- section is 21 MPа. 2. Determine the values of e when the compressive stress in the entire cross- section is 15 MPа. 3. Determine the values of P and e when the compressive stresses at top and bottom of the beam are 2 MPa and 12 MPa, respectively. 4. Determine the Stress at top of the beam due to prestress only. If the initial prestressing force of 500 kN at an eccentricity of 250 mm at midspan.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![All A prestressed concrete beam has a wldth of 300 mm and an overall depth of 600 mm. The
prestressing tendons are placed at a distance "e" below the neutral axis of the beam and the
applied prestressing force is P in kN. There is 15% loss of prestress.
1. Determine the values of P when the compressive stress in the entire cross- section is 21
MPa.
2. Determine the values of e when the compressive stress in the entire cross- section is 15
МРа.
3. Determine the values of P and e when the compressive stresses at top and bottom of the
beam are 2 MPa and 12 MPa, respectively.
4. Determine the Stress at top of the beam due to prestress only. If the initial prestressing
force of 500 kN at an eccentricity of 250 mm at midspan.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F19370b50-e0e2-448b-bb84-4f8004177a6b%2F3cf982da-6dd6-44fe-a3a7-e9cbce7122e8%2Fn1aw5on_processed.jpeg&w=3840&q=75)
Transcribed Image Text:All A prestressed concrete beam has a wldth of 300 mm and an overall depth of 600 mm. The
prestressing tendons are placed at a distance "e" below the neutral axis of the beam and the
applied prestressing force is P in kN. There is 15% loss of prestress.
1. Determine the values of P when the compressive stress in the entire cross- section is 21
MPa.
2. Determine the values of e when the compressive stress in the entire cross- section is 15
МРа.
3. Determine the values of P and e when the compressive stresses at top and bottom of the
beam are 2 MPa and 12 MPa, respectively.
4. Determine the Stress at top of the beam due to prestress only. If the initial prestressing
force of 500 kN at an eccentricity of 250 mm at midspan.
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