+ The plun and elevat ion of a two - Sprey Steel schoolbuilding isin The figureShowNThe building is located2ONE IV. The type of Soil en co untered is hard-iN seismicSoil site and it is proposed to design The building wih -butding building wih E.B. The intensityof dead load is 20 KN/m? and The Flours are toSteel frameCater p ON imposed load f 4KN/m². Determine The-design seismic loads on The Structure by Static analy sis.E.B. = Eccentric Braces.6-5m6.5m

Solution Given Data As per IS:1893 from Table 2 For seismic zone IV, Zone factor(z)=0.24 Influence…

- The plun and elevat ion of a two - Sprey Steel School ouilding is in The igure the building is located ShowN N seismic 2ONE IV. The type of Soil en co untered is hard- Soil site and it is proposed to design The building wih frane boitding building Steel with E.B". The intensidy of dead load is 20 KN/m? end The Flars ore

- The plun and elevat ion of a two - Sprey Steel School ouilding is in The igure the building is located ShowN N seismic 2ONE IV. The type of Soil en co untered is hard- Soil site and it is proposed to design The building wih frane boitding building Steel with E.B". The intensidy of dead load is 20 KN/m? end The Flars ore

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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