A steel pipe having the cross section shown is used as a column. Use oy= 250 MPa, t= 6.3 mm, FOS = 1.67, and E= 200 GPa. -125 mm Using the AISC allowable stress design formulas, determine the allowable centric load if the effective length of the column is 6 m. The allowable centric load is 227.51 kN.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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A steel pipe having the cross section shown is used as a column. Use oy= 250 MPa, t = 6.3 mm, FOS = 1.67, and E=
200 GPa.
125 mm
Using the AISC allowable stress design formulas, determine the allowable centric load if the effective length of the column is 6 m.
The allowable centric load is
227.51 kN.
Transcribed Image Text:Required information A steel pipe having the cross section shown is used as a column. Use oy= 250 MPa, t = 6.3 mm, FOS = 1.67, and E= 200 GPa. 125 mm Using the AISC allowable stress design formulas, determine the allowable centric load if the effective length of the column is 6 m. The allowable centric load is 227.51 kN.
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