What equations/tables does LARS Bridge Connect Edition use to calculate the LLDF for a CSC beam? The LLDF generated by the program does not appear to be consistent with hand calculations utilizing the formulas/methods in the tables in section 4.6.2.2. Is there a way to generate the output of the longitudinal stiffness factor, Kg?
LLDF in LARSV10 is calculated utilizing the formulas/methods in the tables in section 4.6.2.2.
There is a possibility that the program might be calculating the LLDF using Lever Rule.
If you are still facing issue, then please email me the file to "Vinay.Mysore@Bentley.com" so that i can test this issue.