1. The plan and elevation of a four-storey steel school building is shown in the figure.The building is located in seismic zonelV.The type of soil encountered is medium soil site. it is proposed to design the building with a steel frame build- ing with C. B.". The intensity of dead load is 15 kN/m² and the floors are to cater to an imposed load of4 kN/m2. Determine the design seismic loads on the structure by static analysis in two direction x and y. * C. B. = Concentric Braces %3D
1. The plan and elevation of a four-storey steel school building is shown in the figure.The building is located in seismic zonelV.The type of soil encountered is medium soil site. it is proposed to design the building with a steel frame build- ing with C. B.". The intensity of dead load is 15 kN/m² and the floors are to cater to an imposed load of4 kN/m2. Determine the design seismic loads on the structure by static analysis in two direction x and y. * C. B. = Concentric Braces %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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