passw
Mechanical
- Feb 22, 2003
- 3
We have some new calculation standards in Europe for
steel and I want ask You ALL about column calculation.
If we have a column RHS 100x100x4 ( RHS 3.937x3.937x 0.15748 inch )
Length = L = 6000mm= 236 " Ix=Iy=2263500 mm4 E= 210000 N/mm2
Material normal structural carbon steel .
If both ends are pinned as Euler 2 condition, what is
acceptable maximum compression force for this column ?
The force type is static weight .
The reason for this is that I get different results with different standards !
I do NOT use results for some structure !! This is only a "test" to see differencies
for calculation methods.
Answer is = ?
Best Regards
Markku Lavi
Lamek Oy
steel and I want ask You ALL about column calculation.
If we have a column RHS 100x100x4 ( RHS 3.937x3.937x 0.15748 inch )
Length = L = 6000mm= 236 " Ix=Iy=2263500 mm4 E= 210000 N/mm2
Material normal structural carbon steel .
If both ends are pinned as Euler 2 condition, what is
acceptable maximum compression force for this column ?
The force type is static weight .
The reason for this is that I get different results with different standards !
I do NOT use results for some structure !! This is only a "test" to see differencies
for calculation methods.
Answer is = ?
Best Regards
Markku Lavi
Lamek Oy