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UNRESTRAINED BEAM DESIGN – I

UNRESTRAINED BEAM DESIGN – I

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It is well known that slender members under compression are prone to instability. When slender structural elements are loaded in their strong planes, they have a tendency to fail by buckling in their weaker planes. Both axially loaded columns and transversely loaded beams exhibit closely similar failure characteristics due to buckling.

  Design, Members, Beam, Loaded, Unrestrained, Axially, Unrestrained beam design i, Axially loaded

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