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RE: Moment carrying capacity of L3x3x3/16

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>If any one has got tables/mathcad/excell sheets for calculating moment carrying capacity of single angles.

>> Use the Formula M=FsxS …


Angle bending is much more complex than this, because the cross-section is unsymmetrical. There are detailed provisions given for assessing the flexural strength, which is generally the least of the yielding, lateral-torsional buckling and local buckling strengths. The AISC Single-Angle Specification is a free download at and provides the guidance you’ll need.