Wrong Loading Combination for Beam Optimization

I am working on a two story steel building and am experiencing issues with the beam optimization. RAM is currently using a loading combination for some beams, displayed below, that is not the maximum loading so the beams are designed too small. Instead of using 1.2DL + 1.6LL RAM is designing based on 1.4DL for some beams even though it shows 1.2DL +1.6LL as a larger loading. This is only for some beams, not for all. How can we make it so RAM uses the maximum loading combination for all beams for optimization?