Design typical exterior column (A) having a 450 mm width and 600 mm depth for the unbraced frame of the figure below for the load combination of 1.2D + 1.0L+ 1.6W. The axial compression is 1000 kN dead load and 1200 kN live load; bending moment is 80 kN.m dead load, 100 kN.m live load, and 120 kN.m wind load. Consider only the dead load to be sustained. The factored axial load Py on the interior columns is 1.8 times that on the exterior columns. Use fc =38 MPa, and fy = 420 MPa and d`=70 mm. Place .reinforcement symmetrically in two faces C
Design typical exterior column (A) having a 450 mm width and 600 mm depth for the unbraced frame of the figure below for the load combination of 1.2D + 1.0L+ 1.6W. The axial compression is 1000 kN dead load and 1200 kN live load; bending moment is 80 kN.m dead load, 100 kN.m live load, and 120 kN.m wind load. Consider only the dead load to be sustained. The factored axial load Py on the interior columns is 1.8 times that on the exterior columns. Use fc =38 MPa, and fy = 420 MPa and d`=70 mm. Place .reinforcement symmetrically in two faces C
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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