Question: For the two welded H section with flame - cut flange edges as shown in the below figure, determine the axially compressive load capacity and

For the two welded

H

section with flame

-

cut flange edges as shown in the below figure, determine the axially compressive load capacity and discuss their local stability. Assuming that the column is pin

-

supported at two ends and has a length of

10 m,

and the steel grade is Q

235 .

For the two welded H section with flame - cut

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