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Found 2 results

  1. groszni awesome
    How do we design flange brace to resist LTB on structural steel beam? Whats the mandatory force to design it?
  2. Hasan Tariq
    Dear sir i am working in strengthening project by using buckling restrained brace of low to mid rise building .As we know that in order to avoid gloabal buckling the yield strength of the core should be less than buckling load of the core PCr/Py> 1.5 But if i used ordinary brace without any restraint and use the same strategy the member will yield before reaching buckling load .will that work .
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