A four storeyed building has an elevation shown in Fig. 20.10 and is located inseismic zone IV. Determine the lateral forces and storey shears on an inner frame due toearthquake using the following data:Bay width = 6 m centre to centre (c/c);Frame spacing = 5 m c/cHeight of ground floor = 4 m,ROOFTHIRDFLOORSECONDFLOORFIRSTFLOORFig. 20.10Height of other floors = 3.5 mFloor thickness including finish15 cmOuter columns25 cm x 30 cm, 2 No.;%3DInner columns = 25 cm x 40 cm 3 No.Girders below floor slab = 25 cm x 40 cmLive load = 3 kN/mThere are no walls in this frame. Its foundation rests on hard soil.

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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 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.

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

Section: Chapter Questions

Problem 1P

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Question

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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