A square tied column is to be designed to carry an axial deadload of 5000kN and axial liveload of 7000kN. Assume 2% of longitudinal steel is desired, f'c=42MPa, fy=415MPa, cc=50mm and bar diameter of 28mm. Calculate the sidelength of the square column in mm. ROUND UP your answer to the nearest 50mm.0 Calculate the FINAL number of 28 mm diameter bars to be distributed evenly at all faces of the column.0 Using 10 mm diameter lateral ties, calculate the necessary spacing along the height of the column in mm. ROUND DOWN your answer to the nearest 5mm.0
A square tied column is to be designed to carry an axial deadload of 5000kN and axial liveload of 7000kN. Assume 2% of longitudinal steel is desired, f'c=42MPa, fy=415MPa, cc=50mm and bar diameter of 28mm. Calculate the sidelength of the square column in mm. ROUND UP your answer to the nearest 50mm.0 Calculate the FINAL number of 28 mm diameter bars to be distributed evenly at all faces of the column.0 Using 10 mm diameter lateral ties, calculate the necessary spacing along the height of the column in mm. ROUND DOWN your answer to the nearest 5mm.0
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A square tied column is to be designed to carry an axial deadload of 5000kN and axial liveload of 7000kN. Assume 2% of longitudinal steel is desired, f'c=42MPa, fy=415MPa, cc=50mm and bar diameter of 28mm.
Calculate the sidelength of the square column in mm. ROUND UP your answer to the nearest 50mm.0
Calculate the FINAL number of 28 mm diameter bars to be distributed evenly at all faces of the column.0
Using 10 mm diameter lateral ties, calculate the necessary spacing along the height of the column in mm. ROUND DOWN your answer to the nearest 5mm.0
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