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Unistrut Engineering Data

Engineering DataGeneral Information Copyright by Tyco International reserves the right to change product designs and specifications without Section Properties Section properties have been derived from as formed shapes and are based on nominal dimensions andnominal base steel thickness. Nominal masses are calculatedfrom the tabulated areas based on a steel density of 7850 kgper For dead load calculations the tabulated massesshould be increased by 10% to allow for rolling tolerances,and the result multiplied by to give correspondingdead load (self weight) in kN per m.

Unistrut/ACS reserves the right to change product designs and specifications without notice.

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