short rectangular column 300 mm on one side and 500 mm on the other side. It is reinforced with 8-28-mm-diameter longitudinal bars equally distributed to the shorter sides of the column. The centroid of the bars are 76 mm
short rectangular column 300 mm on one side and 500 mm on the other side. It is reinforced with 8-28-mm-diameter longitudinal bars equally distributed to the shorter sides of the column. The centroid of the bars are 76 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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5.1 A short rectangular column 300 mm on one side and 500 mm on the other side. It is reinforced with 8-28-mm-diameter longitudinal bars equally distributed to the shorter sides of the column. The centroid of the bars are 76 mm from the concrete surface. Use f’c = 28 MPa and fy = 415 MPa. NSCP 2015 requires α = cβ1 where β1 = 0.85 if f’c<=28 MPa and β1 = 0.85 – (0.05/7)(f’c – 28) otherwise.
Determine the following at balanced strain condition if the reduction factor is 0.65:
Calculate: Distance of neutral axis from concrete compression fiber, cb = ____?____ mm
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