I am using the latest version of LEAP Bridge Steel to perform a line girder analysis of a simple span 5 girder structure. The program is reporting shear and moment LLDF values for girders 1 and girder 2 as the same for both single and multiple lanes. LLDF's for girders 3, 4 and 5 are correct. I have created another simple span model with similar result. When opening another file created with previous version(s) of the program, the LLDF's are all reported correctly. I do not see that I have made any error with input and member definitions. Has anyone else had this issue? Thank you for your help.