An ASTM A36 (Fy=36ksi) wide flange column has a length of 16.7feet and fixed ends. If rx=4.37in, ry=1.4in, A=7.02in2, E=29000 ksi, calculate the design compressive strength in Kips of the column. Express your answer in one decimal place.
An ASTM A36 (Fy=36ksi) wide flange column has a length of 16.7feet and fixed ends. If rx=4.37in, ry=1.4in, A=7.02in2, E=29000 ksi, calculate the design compressive strength in Kips of the column. Express your answer in one decimal place.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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An ASTM A36 (Fy=36ksi) wide flange column has a length of 16.7feet and fixed ends. If rx=4.37in, ry=1.4in, A=7.02in2, E=29000 ksi, calculate the design compressive strength in Kips of the column. Express your answer in one decimal place.
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