Allowable compressive stress in discretely laterally supported lateral buckling

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The maximum allowable compressive stress for lateral buckling in a discretely laterally supported symmetrical I beam is independent of the modulus of elasticity. This characteristic is crucial for understanding the behavior of structural elements under load. The discussion seeks clarification on the underlying reasons for this independence. Participants are encouraged to provide insights or further information on the topic. Engaging in this dialogue can enhance understanding of lateral buckling in structural engineering.
arpansen
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The maximum allowable compressive stress corresponding to lateral buckling in a discretely laterally supported symmetrical I beam does not depend upon : the modulus of elasticity can anyone please tell me the reason ?
 
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Thanks for the post! Sorry you aren't generating responses at the moment. Do you have any further information, come to any new conclusions or is it possible to reword the post?
 

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