For the 5-Storey RC condominium building, design a rectangular beam at the ground floor with fy = 413.70 MPa, fc' = 21 MPa and a steel ratio approximately equal to 0.18fc'/fy. The beams has a 7.62 meter simple span with a dead load, in addition to its own weight (assume beam weight = 5.84 kN/m), equal 29 kN/m, and a live load equal to 44 kN/m. Draw the detail of the beam considering ACI/NSCP codes, specifications and standards.
For the 5-Storey RC condominium building, design a rectangular beam at the ground floor with fy = 413.70 MPa, fc' = 21 MPa and a steel ratio approximately equal to 0.18fc'/fy. The beams has a 7.62 meter simple span with a dead load, in addition to its own weight (assume beam weight = 5.84 kN/m), equal 29 kN/m, and a live load equal to 44 kN/m. Draw the detail of the beam considering ACI/NSCP codes, specifications and standards.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![For the 5-Storey RC condominium building, design a rectangular beam at the ground floor with fy = 413.70 MPa, fc' = 21 MPa and a steel ratio approximately equal to 0.18fc'/fy. The
beams has a 7.62 meter simple span with a dead load, in addition to its own weight (assume beam weight = 5.84 kN/m), equal 29 kN/m, and a live load equal to 44 kN/m. Draw the detail
of the beam considering ACI/NSCP codes, specifications and standards.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Faee38e48-d4a0-4650-8824-3430c788a264%2F57167abc-d46e-4646-913b-8a635f6f9214%2Ftazw4xl_processed.png&w=3840&q=75)
Transcribed Image Text:For the 5-Storey RC condominium building, design a rectangular beam at the ground floor with fy = 413.70 MPa, fc' = 21 MPa and a steel ratio approximately equal to 0.18fc'/fy. The
beams has a 7.62 meter simple span with a dead load, in addition to its own weight (assume beam weight = 5.84 kN/m), equal 29 kN/m, and a live load equal to 44 kN/m. Draw the detail
of the beam considering ACI/NSCP codes, specifications and standards.
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