A four storeyed building has an elevation shown in Fig. 20.10 and is located in seismic zone IV. Determine the lateral forces and storey shears on an inner frame due to earthquake using the following data: Bay width = Frame spacing Height of ground floor LeoT beeogi lae eoml InteT 6 m centre to centre (c/c); 5 m c/c 4 m, %3D K10000cm ROOF THIRD FLOOR SECOND FLOOR FIRST FLOOR 2S KM ww.v Fig. 20.10 Height of other floors Floor thickness including finish 3.5 m 15 cm %3D Outer columns = 25 cm x 30 cm, 2 No.; Inner columns = 25 cm x 40 cm 3 No. Girders below floor slab 25 cm x 40 cm Live load 3 kN/m %3D bonha There are no walls in this frame. Its foundation rests on hard soil.
A four storeyed building has an elevation shown in Fig. 20.10 and is located in seismic zone IV. Determine the lateral forces and storey shears on an inner frame due to earthquake using the following data: Bay width = Frame spacing Height of ground floor LeoT beeogi lae eoml InteT 6 m centre to centre (c/c); 5 m c/c 4 m, %3D K10000cm ROOF THIRD FLOOR SECOND FLOOR FIRST FLOOR 2S KM ww.v Fig. 20.10 Height of other floors Floor thickness including finish 3.5 m 15 cm %3D Outer columns = 25 cm x 30 cm, 2 No.; Inner columns = 25 cm x 40 cm 3 No. Girders below floor slab 25 cm x 40 cm Live load 3 kN/m %3D bonha There are no walls in this frame. Its foundation rests on hard soil.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A four storeyed building has an elevation shown in Fig. 20.10 and is located in
seismic zone IV. Determine the lateral forces and storey shears on an inner frame due to
earthquake using the following data:
Bay width =
Frame spacing
Height of ground floor
6 m centre to centre (c/c);
5 m c/c
4 m,
LetoT
beeogl lae
beogml InteT
%3D
810000cm
ROOF
THIRD
FLOOR
SECOND
FLOOR
Val 251E1
FIRST
FLOOR
123 KM
ww.v
Fig. 20.10
Height of other floors
Floor thickness including finish
3.5 m
15 cm
%3D
Outer columns =
25 cm x 30 cm, 2 No.;
Inner columns =
25 cm x 40 cm 3 No.
Girders below floor slab
25 cm x 40 cm
Live load
3 kN/m
%3D
bo
There are no walls in this frame. Its foundation rests on hard soil.
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