Eccentric Brace Reactions on a frame beam


  I am designing a braced frame in a 2 story building, where the brace is diagonal brace is eccentric as shown in the picture (included). I would like to know if the Frame beam supporting the brace is being designed for the forces thrown by the brace being subjected to lateral loads. Is there a procedure to figure that out in the software, since we cannot see the load results for frame beams? Kindly help me out on this .

Thank You!