1 The plan and elevation of a three-storey RCC school building is shown in Fig. 5.28. The building is located in seismic zone iI . The type of soil encountered is soft soil resisting frame. The...


1 The plan and elevation of a three-storey RCC school building is shown in<br>Fig. 5.28. The building is located in seismic zone iI . The type of soil encountered<br>is soft soil<br>resisting frame. The intensity of DL is 15 kN/m² and the floors are to cater to an IL<br>of 5 kN/m?. Determine the design seismic loads on the structure by static analysis.<br>and it is proposed to design the building with a special moment-<br>4m<br>3.5 m<br>3.5 m<br>4m<br>3.5 m<br>4m<br>4m<br>(a) Plan<br>(b) Elevation<br>Fig. 5.28 Building configuration<br>

Extracted text: 1 The plan and elevation of a three-storey RCC school building is shown in Fig. 5.28. The building is located in seismic zone iI . The type of soil encountered is soft soil resisting frame. The intensity of DL is 15 kN/m² and the floors are to cater to an IL of 5 kN/m?. Determine the design seismic loads on the structure by static analysis. and it is proposed to design the building with a special moment- 4m 3.5 m 3.5 m 4m 3.5 m 4m 4m (a) Plan (b) Elevation Fig. 5.28 Building configuration

Jun 11, 2022
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