alculate the required spacing of 10-mm-diameter ties. s = ____ mm 47. Calculate the nominal axial strength of the column in, Pn = _____ kN. (rounded to the nearest whole number) 48. Calculate the maximum ultimate axial load the column can carry, Pu = _____kN. (rounded to the nearest whole number)
alculate the required spacing of 10-mm-diameter ties. s = ____ mm 47. Calculate the nominal axial strength of the column in, Pn = _____ kN. (rounded to the nearest whole number) 48. Calculate the maximum ultimate axial load the column can carry, Pu = _____kN. (rounded to the nearest whole number)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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14. A short rectangular column 300 mm on one side and 400 mm on the other side. It is reinforced with 8-20-mm-diameter (28) longitudinal bars equally distributed to the shorter sides of the column. Use f’c = 21 MPa and fy = 415 MPa.
46. Calculate the required spacing of 10-mm-diameter ties. s = ____ mm
47. Calculate the nominal axial strength of the column in, Pn = _____ kN. (rounded to the nearest whole number)
48. Calculate the maximum ultimate axial load the column can carry, Pu = _____kN. (rounded to the nearest whole number)
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