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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbaf4e233-fc6c-4dde-b90f-a62f0f04a582%2Fcff4dfa4-e0ed-4547-9061-eee3e4952dd5%2Fad8jxe_processed.jpeg&w=3840&q=75)
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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