Document Type: FAQ
Product(s): LEAP CONSPAN/Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group - VM
ANSWER:
For a skewed bridge with no deck ,while calculating the skew correction factor the program is using the section flange thickness for ts.
The formula is obtained from Table 4.6.2.2.3c-1
Skew Correction Factor – 1.0 + 0.2*( (12.0*L*ts^3) / kg )^0.3 * tan ϴ
Please see the attached screenshot for more information.