A column is built up from four (4)- 125 x 125 x 18 angle shapes as shown. The plates are not continuous but are spaced at intervals along the column length and function to maintain the separation of the angles. They do not contribute to the cross-sectional properties. The effective length is 4 m. Compute the allowable design compressive strength based on flexural buckling. EF 250 MPa. Use ASD. 375mm 125mm HPiatet 125 mm 4- 4 125 × 125× 18 section
A column is built up from four (4)- 125 x 125 x 18 angle shapes as shown. The plates are not continuous but are spaced at intervals along the column length and function to maintain the separation of the angles. They do not contribute to the cross-sectional properties. The effective length is 4 m. Compute the allowable design compressive strength based on flexural buckling. EF 250 MPa. Use ASD. 375mm 125mm HPiatet 125 mm 4- 4 125 × 125× 18 section
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.8.3P
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![A column is built up from four (4)- 125 x 125 x 18 angle shapes as shown. The plates are not
continuous but are spaced at intervals along the column length and function to maintain the
separation of the angles. They do not contribute to the cross-sectional properties. The effective
length is 4 m. Compute the allowable design compressive strength based on flexural buckling.
E= 250 MPa. Use ASD.
k
375 mm
125mm,
HPlate
125mm
4 - 4 125 × 125× l8
section
下好业](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F341ace1f-abb2-4438-83d7-642c9e83368b%2F62503d08-e7b5-47d4-9f09-bf34866222af%2Faew2zhj_processed.png&w=3840&q=75)
Transcribed Image Text:A column is built up from four (4)- 125 x 125 x 18 angle shapes as shown. The plates are not
continuous but are spaced at intervals along the column length and function to maintain the
separation of the angles. They do not contribute to the cross-sectional properties. The effective
length is 4 m. Compute the allowable design compressive strength based on flexural buckling.
E= 250 MPa. Use ASD.
k
375 mm
125mm,
HPlate
125mm
4 - 4 125 × 125× l8
section
下好业
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