- #1
Emzielou83
- 23
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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 don't reall yknow what I'm supposed to be working out here.
Can anyone 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 don't reall yknow what I'm supposed to be working out here.
Can anyone help?
Thanks
Emma