LBS – Deflection criteria of AASHTO 3.6.1.3.2 for calculation of LL deflection


Document Information

Document Type: FAQ

Product(s): LEAP BRIDGE STEEL

Version(s): All

Original Author: Bentley Technical Support Group -VM

QUESTION: For LGA, is the program following the deflection criteria of AASHTO 3.6.1.3.2 for calculation of LL deflection?

ANSWER:

HL-93 – For LGA the deflection information in the live load output report on the analysis tab follows the deflection criteria of AASHTO 3.6.1.3.2 (Max (truck and 0.25*Truck + Lane).