Problem No.02: Determine the required number of negative reinforcement using 25mm for the beam loaded as shown. Use f'c-24.15 MPa and grade 40 reinforcing bars, 10mmo stirrups, the beam is exposed to weather with concrete cover of 50mm. The beam is limited to 300x500mm. Unit weight of concrete = 24kN/m³. Assume p based on 0.005 steel strain for single reinforced rectangular beam.
Problem No.02: Determine the required number of negative reinforcement using 25mm for the beam loaded as shown. Use f'c-24.15 MPa and grade 40 reinforcing bars, 10mmo stirrups, the beam is exposed to weather with concrete cover of 50mm. The beam is limited to 300x500mm. Unit weight of concrete = 24kN/m³. Assume p based on 0.005 steel strain for single reinforced rectangular beam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Solve the problem according to the formulas in NSCP 2015 7th Edition.
![Problem No.02: Determine the required number of negative reinforcement using
25mm for the beam loaded as shown. Use f'c-24.15 MPa and grade 40 reinforcing
bars, 10mm stirrups, the beam is exposed to weather with concrete cover of 50mm.
The beam is limited to 300x500mm. Unit weight of concrete = 24kN/m³. Assume p
based on 0.005 steel strain for single reinforced rectangular beam.
6m
Wu = 200 (kN/m)
B
2m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbf9d7696-f748-4064-85ba-315fdd126428%2F9dd8294f-f7fe-457a-9427-652e67e4259d%2Fpbkxwzl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem No.02: Determine the required number of negative reinforcement using
25mm for the beam loaded as shown. Use f'c-24.15 MPa and grade 40 reinforcing
bars, 10mm stirrups, the beam is exposed to weather with concrete cover of 50mm.
The beam is limited to 300x500mm. Unit weight of concrete = 24kN/m³. Assume p
based on 0.005 steel strain for single reinforced rectangular beam.
6m
Wu = 200 (kN/m)
B
2m
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Step 1: Introduce the problem statement
VIEWStep 2: To compute support reactions
VIEWStep 3: To determine maximum bending moment
VIEWStep 4: Compute the required nominal moment and
VIEWStep 5: To check whether the beam is singly or doubly reinforced
VIEWStep 6: Check whether compression steel yields or not
VIEWStep 7: To determine negative reinforcement
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