A 14ft pin-ended column in a braced frame must carry a compressive dead load of 65 kips and live load of 130 kips, along with a uniformly distributed transverse dead load of 0.5 kips/ft and live load of 2.5 kips/ft. Will a W12x58, ASTM A992 member be adequate if the transverse load is applied to put bending about the strong-axis? LRFD.
Get Answers For Free
Most questions answered within 1 hours.