5. An eight-storey steel frame building located at Bangalore consists of a column grid with spacing of 6 m and 7.5 m along its width and length, respectively. The floors and the roof support service superimposed loads of 4.0 kN/m2 and 1.5 kN/m2, respectively. The total dead load (including weight of slab, fi nish and beam, etc.) of floor and roof are 3.0 kN/m2 and 2.0 kN/m2, respectively. The width and length of building are 30 x 60 m; the height of each storey 3.6 m. Determine (a) the lateral forces and (b) the storey shears, acting on an idealised inner plane frame of the building due to wind and seismic loads as per IS:875(Part 3)-1987 and 18:1893-2002, respectively, considering medium soil site conditions.

5. An eight-storey steel frame building located at Bangalore consists of a column grid with spacing of 6 m and 7.5 m along its width and length, respectively. The floors and the roof support service superimposed loads of 4.0 kN/m2 and 1.5 kN/m2, respectively. The total dead load (including weight of slab, fi nish and beam, etc.) of floor and roof are 3.0 kN/m2 and 2.0 kN/m2, respectively. The width and length of building are 30 x 60 m; the height of each storey 3.6 m. Determine (a) the lateral forces and (b) the storey shears, acting on an idealised inner plane frame of the building due to wind and seismic loads as per IS:875(Part 3)-1987 and 18:1893-2002, respectively, considering medium soil site conditions.

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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