ghaffar316
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Assalam U Alikum ! I am trying to design a steel curved beam in ETABS but so far I am unable get satisfactory results. I tried to model it as a series of straight beams but the BMD is not satisfactory. I downloaded ETABS 2013, still the problem is not solved. Can anyone help me on this ?
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If a structure is in seismic zone 3 and is only 24' tall. Can I use intermediate moment resisting frame ?
