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  1. Asalamualaikum I use manual method or Response2000 to find yield moment capacity of RC sections. In case, if I have a section 12”x12” having 4-#6 bars... i can easily calculate the capacity.. but if this section is retrofitted with steel L4”x4”x3/8” member at all four corners then how can I calculate the moment capacity? (see attached picture, the bold corners showing L shape steel members) Thank you
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