IS 875 Part 31987تمكين بحث AI✦ تم إنشاؤه بواسطة AI

IS 875 Part 3Code of Practice for Design Loads (Other than Earthquake) for Buildings and Structures, Part 3: Wind Loads

IS 875 Part 3 (1987) provides the code of practice for determining wind loads on buildings and structures in India, excluding earthquake loads. It specifies methods to calculate design wind pressures considering terrain, topography, building geometry, and structural elements, incorporating factors like gust effects and internal pressures. This standard is essential for structural engineers and designers to ensure safety and stability of buildings against wind forces based on Indian meteorological data and terrain classifications.

13الأقسام
195البنود المفهرسة
جاهز بحث AI
1987الطبعة
Structural Safetyالفئة
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ما يغطيه هذا المعيار

IS 875 Part 3 (1987) provides the code of practice for determining wind loads on buildings and structures in India, excluding earthquake loads. It specifies methods to calculate design wind pressures considering terrain, topography, building geometry, and structural elements, incorporating factors like gust effects and internal pressures. This standard is essential for structural engineers and designers to ensure safety and stability of buildings against wind forces based on Indian meteorological data and terrain classifications.

من يستخدم هذا المعيار

  • Structural Engineers
  • Civil Engineers
  • Architects
  • Building Designers
  • Wind Load Analysts
  • Construction Engineers
  • Regulatory Authorities

المواضيع الرئيسية المغطاة

Basic wind speed and wind pressure determination
Terrain classification and effects on wind profile
Topographical factors influencing wind loads
Force and pressure coefficients for various building shapes
Calculation of wind loads on individual structural members
Internal and external pressure coefficients for buildings
Wind load on roofs including monoslope, pitched, curved, and combined roofs
Gust factor and dynamic effects on slender structures
Wind load on special structures like grandstands and silos
Effect of openings on internal pressure coefficients
Reduction factors for finite length members
Use of gust energy method for design wind loads

جدول المحتويات

1Scope

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2Basic Wind Speed

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3Terrain and Height Factors

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4Topographical Factors

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5Wind Pressure and Velocity Profiles

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6Force and Pressure Coefficients

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7Wind Loads on Buildings and Structures

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8Gust Factor and Dynamic Effects

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9Wind Loads on Individual Structural Members

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10Internal Pressure Coefficients

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11Special Structures and Roof Types

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12Calculation Procedures

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13Appendices on Topographical Effects and Examples

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الأسئلة الشائعة حول IS 875 Part 3

?How is basic wind speed determined according to IS 875 Part 3?

Detailed answer not available.

?What terrain categories are defined and how do they affect wind load calculations?

Detailed answer not available.

?How are internal and external pressure coefficients applied for buildings with openings?

Detailed answer not available.

?What force coefficients should be used for different structural members and roof types?

Detailed answer not available.

?How does the standard address gust effects and dynamic responses in slender structures?

Detailed answer not available.

هل تحتاج إلى إجابات تفصيلية للبند؟

اسأل AI عن أي بند، متطلب، أو حكم في IS 875 Part 3. احصل على ردود فورية مع الاستشهاد بالبند مدعومة بمكتبتنا المفهرسة.

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