Q 1. Hello, The +ve and -ve moment of a beam from it's member force Diagram of Etabs (M33)  are 75.89 and -94.23, After designing, When I see the summary report, I see Etabs designed that beam for counting exactly neg moment -94.23, but why taking +ve moment 47.11 in stead of 75.89 for designing? And Etabs is counting the half of total neg moment as design positive moment I see, but why not directly considering the positive moment shown on the frame force diagram?  See the image please..   Q 2