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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 bt = 254.25 mm tt = 16.26 mm x = 198 x 106 mm4 Sx = 1278 x10 ³ mm³ x = 45 x 106 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

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 bt = 254.25 mm tt = 16.26 mm x = 198 x 106 mm4 Sx = 1278 x10 ³ mm³ x = 45 x 106 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

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
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 %3D %3D %3D ASD. Properties of W12x 58 A = 10968 mm? = 198 x 106 mm Sx = 1278 x10 3 mm3 2.5 m 30 KN = *1 b = 45 x 10 6 mm S. = 351 x 103 mm3 = 134.11 mm Ex = 63.75 mm d = 309.63 mm %3D 5 m te = 9.14 mm bi = 254.25 mm tt = 16.26 mm %3D 2.5 m %3D Figure 1
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 %3D %3D %3D ASD. Properties of W12x 58 A = 10968 mm? = 198 x 106 mm Sx = 1278 x10 3 mm3 2.5 m 30 KN = *1 b = 45 x 10 6 mm S. = 351 x 103 mm3 = 134.11 mm Ex = 63.75 mm d = 309.63 mm %3D 5 m te = 9.14 mm bi = 254.25 mm tt = 16.26 mm %3D 2.5 m %3D Figure 1
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