+ The plun and elevat ion of a two - Sprey Steel school building is in The figure ShowN The building is located 2ONE IV. The type of Soil en co untered is hard- iN seismic Soil site and it is proposed...


+ The plun and elevat ion of a two - Sprey Steel school<br>building is<br>in The figure<br>ShowN<br>The building is located<br>2ONE IV. The type of Soil en co untered is hard-<br>iN seismic<br>Soil site and it is proposed to design The building wih -<br>butding building wih E.B. The intensity<br>of dead load is 20 KN/m? and The Flours are to<br>Steel frame<br>Cater p ON imposed load f 4KN/m². Determine The-<br>design seismic loads on The Structure by Static analy sis.<br>E.B. = Eccentric Braces.<br>6-5m<br>6.5m<br>

Extracted text: + The plun and elevat ion of a two - Sprey Steel school building is in The figure ShowN The building is located 2ONE IV. The type of Soil en co untered is hard- iN seismic Soil site and it is proposed to design The building wih - butding building wih E.B. The intensity of dead load is 20 KN/m? and The Flours are to Steel frame Cater p ON imposed load f 4KN/m². Determine The- design seismic loads on The Structure by Static analy sis. E.B. = Eccentric Braces. 6-5m 6.5m

Jun 11, 2022
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