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AISC 360-16
Tapered Section
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Structural Engineering
Veerababu Tirumalasetti
Hello Everyone, I designed a Tapered Built up section in STAAD as per AISC 360-10 and the same member as per AISC 360-16. The member failed in AISC 360-16. Can anyone help on this? Can someone explain me how STAAD calculates Elastic section modulus…
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over 4 years ago
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