Design a square column for the given concentric axial loads. The column is applied with total dead load of 1000 kN and live load of 1400 kN. Use gross steel ratio of approximately 3%. fc’ = 28 Mpa , fy = 415 Mpa. Use 28mm bars for main bars and 10 mm bars for ties. a. Compute for the required area of steel reinforcement, b. Recommend the number of 28 mm bars. c. Calculate the required spacing of ties. d. Draw/sketch the cross-sectional detail of the column.
Design a square column for the given concentric axial loads. The column is applied with total dead load of 1000 kN and live load of 1400 kN. Use gross steel ratio of approximately 3%. fc’ = 28 Mpa , fy = 415 Mpa. Use 28mm bars for main bars and 10 mm bars for ties. a. Compute for the required area of steel reinforcement, b. Recommend the number of 28 mm bars. c. Calculate the required spacing of ties. d. Draw/sketch the cross-sectional detail of the column.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design a square column for the given concentric axial loads. The column is applied
with total dead load of 1000 kN and live load of 1400 kN. Use gross steel ratio of
approximately 3%. fc’ = 28 Mpa , fy = 415 Mpa. Use 28mm bars for main bars and 10
mm bars for ties.
a. Compute for the required area of steel reinforcement,
b. Recommend the number of 28 mm bars.
c. Calculate the required spacing of ties.
d. Draw/sketch the cross-sectional detail of the column.
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