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 =Frame spacingHeight of ground floor =6 m centre to centre (c/c);5 m c/c4 m,%3Dno beol boeoqnlROOFTHIRDFLOORSECONDFLOORFIRSTFLOORto tgiow inoTFig. 20.10Height of other floorsFloor thickness including finish3.5 m15 cmOuter columns25 cm x 30 cm, 2 No.;Inner columnsGirders below floor slab25 cm x 40 cm 3 No.%3|25 cm x 40 cmLive load3 kN/m2%3DThere 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 %3D 4 m, ROOF THIRD FLOOR SECOND FLOOR FIRST FLOOR Fig. 20.10 Height of other floors Floor thickness including finish = 3.5 m %3D 15 cm Outer columns 25 cm x 30 cm, 2 No.; %3D Inner columns Girders below floor slab 25 cm x 40 cm 3 No. %3D 25 cm x 40 cm %3D Live load 3 kN/m %3D 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 %3D 4 m, ROOF THIRD FLOOR SECOND FLOOR FIRST FLOOR Fig. 20.10 Height of other floors Floor thickness including finish = 3.5 m %3D 15 cm Outer columns 25 cm x 30 cm, 2 No.; %3D Inner columns Girders below floor slab 25 cm x 40 cm 3 No. %3D 25 cm x 40 cm %3D Live load 3 kN/m %3D 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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