Is there any option to get report for the tension & compression flange stress ratio of built-up I-section for the critical load cases.

In STAAD.Pro, code checking for AISC 360-10 is typically for chapters B-H (I don't use chapter I for my work anyway). Specifically, there are considerations in Chapter J that must also be considered for use in Chpts. B-H. Using the highest TRACK 2 setting…

Dear Sir/Madam, I have designed a Frame using web tapered members in STAAD Pro. The frame weight shows the weight of different beams members used. For example, the frame is having a member whose dimensions are Web- 250 to 750 mm Web thickness…