Emzielou83
Aug17-09, 03:08 PM
Hi all,
I need some help.
Select the lightest wide flange section that can be used as a steel column 7m long tosupport an axial load of 450kN with a factor of safety of 3. Use 200MPa as the limitof elasticity, 200GPa as the modulus of elasticity and assume that the column issimply supported.
I have a printout with my assignment of universal columns dimensions and properties. I dont reall yknow what i'm supposed to be working out here.
Can any one help?
Thanks
Emma
I need some help.
Select the lightest wide flange section that can be used as a steel column 7m long tosupport an axial load of 450kN with a factor of safety of 3. Use 200MPa as the limitof elasticity, 200GPa as the modulus of elasticity and assume that the column issimply supported.
I have a printout with my assignment of universal columns dimensions and properties. I dont reall yknow what i'm supposed to be working out here.
Can any one help?
Thanks
Emma