Situation 3. A W12x81 is used as a column. The effective length in either principal direction is 20ft. Using A992 steel, determine the axial compressive strength (ASD & LRFD). Properties of WT12x81: A = 23.9 in.² d = 12.5 in. by - 13.0 in. t = 1.22 in. tw = 0.705 in. 1x == 3.50 in. ry = 3.05 in. by/2t, = 5.31 d/tw = 17.7 y = 2.70 in. Ix = 293 in.* ly = 221 in. J = 9.22 in.
Situation 3. A W12x81 is used as a column. The effective length in either principal direction is 20ft. Using A992 steel, determine the axial compressive strength (ASD & LRFD). Properties of WT12x81: A = 23.9 in.² d = 12.5 in. by - 13.0 in. t = 1.22 in. tw = 0.705 in. 1x == 3.50 in. ry = 3.05 in. by/2t, = 5.31 d/tw = 17.7 y = 2.70 in. Ix = 293 in.* ly = 221 in. J = 9.22 in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Situation 3.
A W12x81 is used as a column. The effective length in either principal direction is 20ft. Using
A992 steel, determine the axial compressive strength (ASD & LRFD).
Properties of WT12x81:
A = 23.9 in.²
d = 12.5 in.
by - 13.0 in.
t = 1.22 in.
tw = 0.705 in.
1x ==
3.50 in.
ry = 3.05 in.
by/2t, = 5.31
d/tw = 17.7
y = 2.70 in.
Ix = 293 in.*
ly = 221 in.
J = 9.22 in.
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