m (supported with fixed at both end s supported with compressive force P adii of gyrations rx = ry = 38.90 mm. 3200 mm^2. Use E = 200 GPa AND y = 250 MPa.
m (supported with fixed at both end s supported with compressive force P adii of gyrations rx = ry = 38.90 mm. 3200 mm^2. Use E = 200 GPa AND y = 250 MPa.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![A steel column with effective length of
8 m (supported with fixed at both ends)
is supported with compressive force P.
Radii of gyrations rx = ry = 38.90 mm. A
= 3200 mm^2. Use E = 200 GPa AND
Fy = 250 MPa.
(1) Using NSCP 2001, compute the
effective slenderness ratio of the
column. *
(2) Which of the following most nearly
gives design axial load of the column in
kiloNewtons (NSCP 2015) *
(3) Which of the ff. most nearly gives
the elastic buckling stress in MPa of the
column.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F91868d1c-5d38-4cd0-94b7-fc9caf0f642a%2Fa2e1d7f1-ae73-4e74-9302-d92f968a1997%2Fx7mun9d_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A steel column with effective length of
8 m (supported with fixed at both ends)
is supported with compressive force P.
Radii of gyrations rx = ry = 38.90 mm. A
= 3200 mm^2. Use E = 200 GPa AND
Fy = 250 MPa.
(1) Using NSCP 2001, compute the
effective slenderness ratio of the
column. *
(2) Which of the following most nearly
gives design axial load of the column in
kiloNewtons (NSCP 2015) *
(3) Which of the ff. most nearly gives
the elastic buckling stress in MPa of the
column.
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