The plan and elevation of a three-storey RCC school building is shown in Figure. The building...

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The plan and elevation of a three-storey RCC school building is shown in Figure. The building is located in seismic zone V. The type of soil encountered is medium stiff and it is proposed to design the building with a special moment-resisting frame. The intensity of Dead Load (DL) is 10 kN/m² and the floors are to cater an Imposed Load (IL) of 3kN/m². Determine the design seismic loads on the structure by static and dynamic load analysis methods. 4m 4m 4m T ✈ 4m (a) Plan ✈ TITT (b) Elevation 3.5 m 3.5 m 3.5 m 3 The plan and elevation of a three-storey RCC school building is shown in Figure. The building is located in seismic zone V. The type of soil encountered is medium stiff and it is proposed to design the building with a special moment-resisting frame. The intensity of Dead Load (DL) is 10 kN/m² and the floors are to cater an Imposed Load (IL) of 3kN/m². Determine the design seismic loads on the structure by static and dynamic load analysis methods. 4m 4m 4m T ✈ 4m (a) Plan ✈ TITT (b) Elevation 3.5 m 3.5 m 3.5 m 3

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