How much weight can a 4-meter-tall steel (E = 200 GPa) column of cross section 20 x 60 mm with one fixed end support assuming a safety factor of 2? (Por = 11) P L Wer= kg

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
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Chapter2: Concepts In Structural Steel Design
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Problem 2.1P: A column in a building is subjected to the following load effects: 9 kips compression from dead load...
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FOS given , so consider it. Thanks
HW4.5. Column Buckling
How much weight can a 4-meter-tall steel (E = 200 GPa) column
of cross section 20 x 60 mm with one fixed end support
assuming a safety factor of 2? (Per = E)
Wer=
=
L
P
kg
Transcribed Image Text:HW4.5. Column Buckling How much weight can a 4-meter-tall steel (E = 200 GPa) column of cross section 20 x 60 mm with one fixed end support assuming a safety factor of 2? (Per = E) Wer= = L P kg
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