Determine whether a W$12\backslash$times $190,$ A$992$ column with a length of $22$ ft is adequate in a braced frame to carry the following loads from a first$-$order analysis: a compressive dead load of $300$ kips and live load of $500$ kips, a dead load moment of $50$ ft$-$kips and live load moment of $100$ ft$-$kips at one end, and a dead load moment of $75$ ft$-$kips and a live load moment of $85$ ft$-$kips at the other. Determine whether a W$12190,$ A$992$ column

with a length of $22$ ft is adequate in a braced frame to

carry the following loads from a first$-$order analysis:

a compressive dead load of $300$ kips and live load of

$500$ kips $,$ a dead load moment of $50$ ft $-$kips and live

load moment of $100$ ft $-$kips at one end, and a dead

load moment of $75$ ft $-$kips and a live load moment of

$85$ ft $-$kips at the other. The member is bending in

reverse curvature about the strong axis. Determine by

$($a$)$ LRFD and $($b$)$ ASD.

The member is bending in

reverse curvature about the strong axis. Determine by

$($a$)$ LRFD and $($b$)$ ASD.