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

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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Introduction to Architectural Drafting

Architectural drafting converts vision and ideas into technical drawings and detailed plans for the construction of buildings, such as institutional, residential, and commercial buildings. It helps engineers and architects to outline the working data and details, such as structure type, codes, elements, and kind of materials.

Question

Lecturer: Ro0zbeh Safaeian Amoly
Duration: 90 minutes
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/m?. Determine the design seismic loads on the structure
by static analysis in two direction x and y.
* C. B. = Concentric Braces
4.0 m
8 m
'L.
4.0 m
8 m
8 m
4.0 m
3m
2m
(a) Plan
4.0 m
(b) Frame

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