Determine the effective length factor for column MN of the unbraced frame shown. The loads applied on column MN are DL=400k and LL-325k. If Fy=50ksi, does this column have enough capacity (with respect to x-axis)? E=29000ksi. Solve for LRFD only. 6 @ 13'-0" G F W16 x 26 W18 x 40 E W18x40 D W18 x 40 C W18 x 46 B W18 x 46 W16 x 26 I W18 x 40 JW18×40 K W18 x 40 L W18x46 M W18 x 46 N 110 3@ 30-0-90-0" W16x26 W18 x 40 W18 x 40 W18 x 40 W18 x 46 W18 x 46 W10 x 49 columns W12 x 79 columns W12 x 96 columns
Determine the effective length factor for column MN of the unbraced frame shown. The loads applied on column MN are DL=400k and LL-325k. If Fy=50ksi, does this column have enough capacity (with respect to x-axis)? E=29000ksi. Solve for LRFD only. 6 @ 13'-0" G F W16 x 26 W18 x 40 E W18x40 D W18 x 40 C W18 x 46 B W18 x 46 W16 x 26 I W18 x 40 JW18×40 K W18 x 40 L W18x46 M W18 x 46 N 110 3@ 30-0-90-0" W16x26 W18 x 40 W18 x 40 W18 x 40 W18 x 46 W18 x 46 W10 x 49 columns W12 x 79 columns W12 x 96 columns
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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