Design an axially loaded square tied column for a service dead load of 1070 kN and a service live load of 981 kN for an industrial building having an unsupported length of column of 2.5 m. and is braced against sideway. The column carries no moment. f'c = 27.60 MPa, fy = 413.5 MPa. Use 28 mm diameter reinforcing bars, and 10 mm diameter for lateral ties. Assume steel ratio of 3%, k = 1.0 and M₁/M2 is equal to 1.
Design an axially loaded square tied column for a service dead load of 1070 kN and a service live load of 981 kN for an industrial building having an unsupported length of column of 2.5 m. and is braced against sideway. The column carries no moment. f'c = 27.60 MPa, fy = 413.5 MPa. Use 28 mm diameter reinforcing bars, and 10 mm diameter for lateral ties. Assume steel ratio of 3%, k = 1.0 and M₁/M2 is equal to 1.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Design an axially loaded square tied column for a service dead load
of 1070 kN and a service live load of 981 kN for an industrial building
having an unsupported length of column of 2.5 m. and is braced against
sideway. The column carries no moment. f'c = 27.60 MPa, fy = 413.5 MPa.
Use 28 mm diameter reinforcing bars, and 10 mm diameter for lateral ties.
Assume steel ratio of 3%, k = 1.0 and M₁/M2 is equal to 1.
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