Design of Steel Structure
The use of tie plates in laced columns is

prohibited
not prohibited
permitted between two parts of the lacing
permitted at start and end of lacing system only

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Design of Steel Structure
The elastic strain for steel is about

1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain
1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain
1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain
1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain

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