For the 5-Storey RC condominium building, design a rectangular beam at the ground floor with fy=413.70 MPa.fc^ prime = 21 MPa and a steel ratio approximately equal to 0.18fc^ prime /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 29kN / m , and a live load equal to 44kN / m Draw the detail of the beam considering ACl / N * SCP 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^ prime = 21 MPa and a steel ratio approximately equal to 0.18fc^ prime /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 29kN / m , and a live load equal to 44kN / m Draw the detail of the beam considering ACl / N * SCP 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^ prime = 21 MPa and a steel ratio approximately equal to 0.18fc^ prime /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 29kN / m , and a live load equal to 44kN / m Draw the detail of the beam considering ACl / N * SCP codes, specifications and standards.
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