https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/102682/lars---lrfd-live-load-distribution-factors-for-ss-beams-with-a-non-composite-concrete-deckI am modeling simple-span steel beams with a non-composite concrete deck. What formulas should I be using to calculate the LRFD distribution factors? I note that when I let LARS calculate the factors, the factors calculated when I model it as CSC areen-USTelligent Community 12