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Minimum lateral force requirements

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Hello all,

I am designing a building of 107mx60mx18m with varying height. I have some equipments of 200tonne at roof which is at 8m from Ground Level. The height of equipment is 8m. The building is in seismic category A as per 1616.4.1 , I am designing the building for minimum lateral force of 0.01wx. What shall be the minimum lateral force coefficients for equipment?.

Thanks in advance,



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