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, ROOF THIRD FLOOR SECOND FLOOR FIRST FLOOR Fig. 20.10 Height of other floors 3.5 m 15 cm Floor thickness including finish Outer columns = 25 cm x 30 cm, 2 No.; 25 cm x 40 cm 3 No. 25 cm x 40 cm 3 kN/m? Inner columns Girders below floor slab = Live load There are no walls in this frame. Its foundation rests on hard soil.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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 = 6 m centre to centre (c/c);
Frame spacing = 5 m c/c
Height of ground floor = 4 m,
ROOF
THIRD
FLOOR
SECOND
FLOOR
FIRST
FLOOR
Fig. 20.10
Height of other floors = 3.5 m
Floor thickness including finish
15 cm
Outer columns
25 cm x 30 cm, 2 No.;
%3D
Inner columns = 25 cm x 40 cm 3 No.
Girders below floor slab = 25 cm x 40 cm
Live load = 3 kN/m
There are no walls in this frame. Its foundation rests on hard soil.
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 = 6 m centre to centre (c/c); Frame spacing = 5 m c/c Height of ground floor = 4 m, ROOF THIRD FLOOR SECOND FLOOR FIRST FLOOR Fig. 20.10 Height of other floors = 3.5 m Floor thickness including finish 15 cm Outer columns 25 cm x 30 cm, 2 No.; %3D Inner columns = 25 cm x 40 cm 3 No. Girders below floor slab = 25 cm x 40 cm Live load = 3 kN/m There are no walls in this frame. Its foundation rests on hard soil.
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