Composite Properties
| Setting | Description |
|---|---|
| Mnf | This represents the nominal flexural strength of the beam based on full composite action. |
| Mn | This represents the nominal flexural strength of the beam based on partial composite action. |
| C | This represents the effective concrete flange force based on partial composite action. |
| PNA | This represents the Plastic Neutral Axis of the composite section. |
| Shear Capacity (Qn) | This is the ultimate shear capacity of a single shear stud. When multiple rows of studs are required, the shear capacity of a stud in a single row is indicated by Qn[1], that of a stud in a double row by Qn[2], and that of a stud in a triple row by Qn[3]. |
| Rg, Rp |
FOR AISC 360 ASD and AISC 360 LRFD the capacity of each stud (Qn) is a function of the Rg and Rp parameters as described in Section 10.7.6 . For each stud row the associated Rg and Rp values are also displayed as described for the shear capacity above. |