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RE: design steel according to AISC 360-05 using effective length method

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THANKS ALOT SYE ,THIS WAS VERY HELPFUL
but also another question ..for load combinations should I use repeated load in lieu of load combinations or not
what I under stand that repeated load must be used in direct analysis due to second order effect , this case is valid only if I use effective length method?

also for pdelta kg I will be pleased if you illustrate when I should use this factor
thanks in advance

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