PSAD Refresher 14: Combined Axial and Bending on Short Steel Column
Автор: Engr. Harf Miranda (Sir Harf Engineering Tutorial)
Загружено: 2024-10-11
Просмотров: 1065
SITUATION 14: A short column of wide-flange shape is subjected to a compressive load that produces a resultant force P = 60 kN acting at the midpoint of one flange.
40. Determine the maximum tensile stress (MPa) in the column.
41. Determine the maximum compressive stress (MPa) in the column.
42. Locate the neutral axis under this loading condition measured from the bottom, in mm.
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