The W 12x 58 column in Figure 1 supports an axial load of 800 kN and is subjected to a transverse load of 30 kN at its mid-height which act perpendicular to the major axis (X- axis) of the column. Check the adequacy of the column section using beam-column analysis. Use A36 steel (Fy = 250 MPa, Es = 200,000 MPa), k = 0.8, Fb = 0.60 Fy. Use ASD.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The W 12x 58 column in Figure 1 supports an axial load of 800 kN and is subjected to a
transverse load of 30 kN at its mid-height which act perpendicular to the major axis (X-
axis) of the column. Check the adequacy of the column section using beam-column
analysis. Use A36 steel (Fy = 250 MPa, Es = 200,000 MPa), k = 0.8, Fb = 0.60 Fy. Use
ASD.
Properties of W12x 58
A = 10968 mm²
d = 309.63 mm
t = 9.14 mm
bi = 254.25 mm
tt = 16.26 mm
x = 198 x 106 mm4
Sx = 1278 x10 ³ mm³
= 45 x 10 mm4
S = 351 x 10³ mm³
x = 134.11 mm
= 63.75 mm
30 KN
2.5 m
2.5 m
Figure 1
5 m
Transcribed Image Text:The W 12x 58 column in Figure 1 supports an axial load of 800 kN and is subjected to a transverse load of 30 kN at its mid-height which act perpendicular to the major axis (X- axis) of the column. Check the adequacy of the column section using beam-column analysis. Use A36 steel (Fy = 250 MPa, Es = 200,000 MPa), k = 0.8, Fb = 0.60 Fy. Use ASD. Properties of W12x 58 A = 10968 mm² d = 309.63 mm t = 9.14 mm bi = 254.25 mm tt = 16.26 mm x = 198 x 106 mm4 Sx = 1278 x10 ³ mm³ = 45 x 10 mm4 S = 351 x 10³ mm³ x = 134.11 mm = 63.75 mm 30 KN 2.5 m 2.5 m Figure 1 5 m
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