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  1. Sami Ullah Khan Bangash
    AOA, I have been trying to figure out why strip moments (last figure) are so low compared to either beam moments or the equivalent frame method moments (2nd figure). I also checked the strip moments manually using equivalent frame method technique but the moments were way higher than the 36 Kft shown in strip moment diagram. Am i modelling the design strips wrong here?? Appreciate the help. Regards.
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