engco
Civil/Environmental
- Oct 1, 2007
- 8
now I am designing a column, 11.81x0.55 in flange and 11.81x0.31 web built up element. Its flexural capacity Mn, for Lb=118 in 2984 kip-in
for Lb=236 in Mn=2578 kip-in
and for Lb=354 in Mn=1967 kip-in
but for Lb=393.7 and although this dimension is bigger than Lr, Fcr=31.51 ksi (Fy=32.63 ksi)
And this leads to a bigger flexural capacity? (Sorry for dimensions, i converted them from SI)
Fcr*Sx is bigger than a value in a zone for Lp<Lb<Lr..
am I doing a mistake?Thanks.
for Lb=236 in Mn=2578 kip-in
and for Lb=354 in Mn=1967 kip-in
but for Lb=393.7 and although this dimension is bigger than Lr, Fcr=31.51 ksi (Fy=32.63 ksi)
And this leads to a bigger flexural capacity? (Sorry for dimensions, i converted them from SI)
Fcr*Sx is bigger than a value in a zone for Lp<Lb<Lr..
am I doing a mistake?Thanks.