please help my homework.thank you very much.
my questions subject is fundamentals of steel design
Extracted text: X1=2 X2=802 2- A 530*150 is used as a compression member with one end fixed and the other end free. The length of the column is 3.2 m. What is the nominal compressive strength if fy=350 MPa? About X-X About Y-Y Flange Flange Web Mass Area Depth S I (10º) (10') I S Width thickness thickness (kg/m) |(mm2) (10) | (10°) mm* mm (mm) (mm) (mm) (mm) mm* (mm) (mm) mm W530*150 | 150 19200 544 312 20.3 12.7 1010 3720 229 103 660 73.4