QUESTION

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. 

Public Answer

CTQ9KO The First Answerer