A short rectangular column 300 mm on one side and 400 mm on the other side. It is reinforced with 10-20-mm-diameter longitudinal bars equally distributed to the shorter sides of the column. Use f’c = 21 MPa and fy = 420 MPa. Determine the nominal axial strength (kN) of the column as per NSCP 2015. Determine the required spacing (mm) of laterial ties 10-mm-dia. Determine the location of the plastic centroid (mm) measured from one short edge.
A short rectangular column 300 mm on one side and 400 mm on the other side. It is reinforced with 10-20-mm-diameter longitudinal bars equally distributed to the shorter sides of the column. Use f’c = 21 MPa and fy = 420 MPa. Determine the nominal axial strength (kN) of the column as per NSCP 2015. Determine the required spacing (mm) of laterial ties 10-mm-dia. Determine the location of the plastic centroid (mm) measured from one short edge.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A short rectangular column 300 mm on one side and 400 mm on the other side. It is reinforced with 10-20-mm-diameter longitudinal bars equally distributed to the shorter sides of the column. Use f’c = 21 MPa and fy = 420 MPa.
- Determine the nominal axial strength (kN) of the column as per NSCP 2015.
- Determine the required spacing (mm) of laterial ties 10-mm-dia.
- Determine the location of the plastic centroid (mm) measured from one short edge.
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