please give me solution of failed beams, what should i do to pass them?
First you need to define load combinations as all your loads are now just primary/component loads. You should design for load combinations instead. Also you would need to define design parameters for the code check. Please refer to the technical reference manual for details on design parameters for the AISC code. Last but not the least, you have used cold formed sections in your model in addition to hot rolled ones. The cold formed sections should be designed as per the AISI code and not AISC. Only hot rolled ones should be designed as per AISC