Design a square column for the given concentric axial loads. The column is applied with total dead load of 800 kN and live load of 1400 kN. Use gross steel ratio of approximately 2.5%. fc’ = 17 Mpa , fy = 276 Mpa. Use 25mm bars for main bars and 10 mm bars for ties. a. Compute for the required area of steel, b. Recommend the number of 25 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 800 kN and live load of 1400 kN. Use gross steel ratio of approximately 2.5%. fc’ = 17 Mpa , fy = 276 Mpa. Use 25mm bars for main bars and 10 mm bars for ties. a. Compute for the required area of steel, b. Recommend the number of 25 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 800 kN and live load of 1400 kN. Use gross steel ratio of
approximately 2.5%. fc’ = 17 Mpa , fy = 276 Mpa. Use 25mm bars for main bars and
10 mm bars for ties.
a. Compute for the required area of steel,
b. Recommend the number of 25 mm bars.
c. Calculate the required spacing of ties.
d. Draw/sketch the cross-sectional detail of the column
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