Function
- Generate a table summarizing the worst factor among structural adequacy factor and reserve factors for the compression steel flange, tension steel flange, web panel, SLS, and Longitudinal shear based on the assessment checks for ULS and SLS.
Call
From the main menu, select [Rating] tab > [Type : Steel Bridge] > [Assessment Code : CS454/20] > [Results] group > [Assessment Result Tables] > [Reserve Factor Summary(Beams with L. Stiffeners)]
Input
Element : Element ID
Part : The i- or j-end of the element, giving the Node ID at that end in square brackets [Node ID]
Rating Case : The relevant Load Combinations for Assessment.
Comp. Flange: The worst factor for the compression steel flange checks.
Tens. Flange : The worst factor for the tension steel flange checks.
Web Panel : The worst factor for the web panel checks.
SLS Stress : The worst factor for the serviceability limit state checks.
Longi. Shear : The worst factor for the longitudinal shear.
Check : An overall indication whether the section passed all checks and is OK or Not Good (NG)