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Content of IS 875 part 3
0. FOREWORD . . .
1.SCOPE . . .
2. NOTATIONS . . .
3. TERMINOLOGY
4. GENERAL
5 WIND SPEED AND PRESSURE
5.1 Nature of Wind in Atmosphere
5.2 Basic Wind Speed
5.3 Design Wind Speed ( V, )
5.3.1 Risk Coefficient ( kr Factor ) . . . . . .
53.2 Terrain, Height and Structure Size Factor ( kt Factor )
5.3.3 Topography ( kS Factor ) . . . . . .
5.4 Design Wind Pressure . . .
5.5 Off-Shore Wind Velocity . . . .-.
6. WIND PRESSURES AND FORCES ON BUILDiNg STRUCTURES
6.1 General . . . . . .
6.2 Pressure Coefficients . . . . . .
6.2.1 Wind Load on Individual Members ,.. . . .
6.2.2 External Pressure Coefficients . . . . . .
6.2.3 Internal Pressure Coefficients . . . .
6.3 Force Coefficients . . . . . .
6.3.1 Frictional Drag . . . . . .
6.3.2 Force Coefficients for Clad Buildings .. . . .
6.3.3 Force Coefficients for Unclad Buildings _. . . .
7. DYNAMIC EFFECTS . . . . . .
7.1 General 1.. . . .
7.2 Motion Due to Vortex Shedding . . . . . .
7.2.1 Slender Structures . . . . .
IS : 875 ( Part 3 ) – 1987
8. Gust Factor ( GF ) or Gust Effectiveness Factor ( GEF] Method . . .
8.1 Application . . . . . . . . .
8.2 Hourly Mean Wind . . . . . .
8.2.1 Variation of Hourly Me‘an Wind Speed with Height . . .
8.3 Along Wind Load . . . . . . l . .
APPENDIX A
BASIC WIND SPEED AT 10 m HEIGHT FOR SOME IMPORTANT
APPENDIX B
CHANGES IN TERRAIN CATEGORIES i.. . . . . . .
APPENDIX C
EFFECT OF A CLIFF OR ESCARPMENT ON EQUIVALENT
HEIGHT ABOVE GROUND ( k3 FACTOR ) . . . . . .
APPENDIX D
WIND FORCE ON CIRCULAR SECTIONS
Download IS 875 part 3- Here,
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