Transcription of NCMA TEK
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NCMA TEK
Sized to provide sufficient design strength. Further informa-tion on determining design loads for lintels is included inAllowable Stress Design of concrete Masonry Lintels, TEK17-1A (ref. 3).Nominal lintel strength is determined based on thestrength design provisions of ACI 318 and then reduced bystrength reduction factors, called phi ( ) factors. Thesefactors account for any variability in materials and construc-tion practices. The resulting capacity needs to equal or exceedthe factored loads.
sized to provide sufficient design strength. Further informa-tion on determining design loads for lintels is included in Allowable Stress Design of Concrete Masonry Lintels, TEK 17-1A (ref. 3).
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