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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe7e8b775-1bfa-49a1-b031-3a2d38321050%2F8971b4a9-acf8-49cc-be5f-464997d95e65%2Fqmz53om_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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.
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