A reference is shown in the rightmost column for many of the limit states reported in the Limcon output. It is usually a reference to a clause of the configured design code but there are also references to the notes in the table below.
Note 1 Flexural yield capacity ignoring section slenderness . Note 2 Shear yield capacity ignoring slenderness. Note 3 Tensile yield capacity of section.
Note 4 Compression yield capacity of section ignoring slenderness. Note 5 Eccentricity moment shared 50% gusset plate, 50 % attached plate. Note 6 Eccentricity moment shared 90% gusset plate, 10 % bracing member. Note 7 Empirical factor representing increased buckling strength du e to cover
plates. Only permitted for two or mor e rows of tensioned bolts and effective length factor less than 1. It is the responsibility of the designer to determine whether this allowance is appropriate in the particular circumstances. Note 8 Free length from end of brace to perp endicular yield line should be 2T for
SCBF.
Note 9 Design code does not give s hear lag factor for 1 bolt row. Note 10 Shear capacity reduced by 20% with grout pa d - see AISC SDG 1 p .29. Note 11 Using elliptical interaction equation for combined shear an d tension. Note 12 Note 13 Note 14 Note 15 Note 16 Note 17 Note 18 Note 19 Note 20
References
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