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  1. EEI Engineering Inspections

    Capacity of I-beam as a cantilever

    Posted by StructuralEng101 AS 4100 and BS 5950/P360 differ in their approach to lateral-torsional buckling, which explains the difference in effective lengths. AS 4100 is more conservative. For Q2, check your slenderness calculations—BS and P360 might have different assumptions. Posted by...

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