Lateral Loads Manual

• Title
• Copyright
• Disclaimer
• Contents
• Chapter 01 Introduction
  • 1.1 About the Manual
• Chapter 02 Automatic Seismic Loads
  • 2.1 Defining Automatic Seismic Load Patterns
  • 2.2 Automatic Seismic Load Patterns
    • 2.2.1 Types of Auto Seismic Loads
    • 2.2.2 Distribution of Automatic Seismic Loads at a Story Level
    • 2.2.3 Load Direction and Diaphragm Eccentricity
    • 2.2.4 Story/Elevation Range Data
  • 2.3 1994 UBC Seismic Loads
    • 2.3.1 Options for 1994 UBC Building Period
    • 2.3.2 Other Input Factors and Coefficients
    • 2.3.3 Algorithm for 1994 UBC Seismic Loads
  • 2.4 1997 UBC Seismic Loads
    • 2.4.1 Options for 1997 UBC Building Period
    • 2.4.2 Other Input Factors and Coefficients
    • 2.4.3 Algorithm for 1997 UBC Seismic Loads
  • 2.5 1997 UBC Isolated Building Seismic Loads
    • 2.5.1 Other Input Factors and Coefficients
    • 2.5.2 Algorithm for 1997 UBC Isolated Building Seismic Loads
  • 2.6 1996 BOCA Seismic Loads
    • 2.6.1 Options for 1996 BOCA Building Period
    • 2.6.2 Other Input Factors and Coefficients
    • 2.6.3 Algorithm for 1996 BOCA Seismic Loads
  • 2.7 1995 NBCC Seismic Loads
    • 2.7.1 Options for 1995 NBCC Building Period
    • 2.7.2 Other Input Factors and Coefficients
    • 2.7.3 Algorithm for 1995 NBCC Seismic Loads
  • 2.8 2005 NBCC Seismic Loads
    • 2.8.1 Options for 2005 NBCC Building Period
    • 2.8.2 Other Input Factors and Coefficients
    • 2.8.3 Algorithm for 2005 NBCC Seismic Loads
  • 2.9 2010 NBCC Seismic Loads
    • 2.9.1 Options for 2010 NBCC Building Period
    • 2.9.2 Other Input Factors and Coefficients
    • 2.9.3 Algorithm for 2010 NBCC Seismic Loads
  • 2.10 2015 NBCC Seismic Loads
    • 2.10.1 Options for 2015 NBCC Building Period
    • 2.10.2 Other Input Factors and Coefficients
    • 2.10.3 Algorithm for 2015 NBCC Seismic Loads
  • 2.11 2003 IBC/ASCE 7-02 Seismic Loads
    • 2.11.1 Options for 2003 IBC/ASCE 7-02 Building Period
    • 2.11.2 Other Input Factors and Coefficients
    • 2.11.3 Algorithm for 2003 IBC/ASCE 7-02 Seismic Loads
  • 2.12 2006 IBC/ASCE 7-05 Seismic Loads
    • 2.12.1 Options for 2006 IBC/ASCE 7-05 Building Period
    • 2.12.2 Other Input Factors and Coefficients
    • 2.12.3 Algorithm for ASCE 7-05 Seismic Loads
  • 2.13 2009 IBC/ASCE 7-05 Seismic Loads
    • 2.13.1 Options for 2009 IBC/ASCE 7-05 Building Period
    • 2.13.2 Other Input Factors and Coefficients
    • 2.13.3 Algorithm for 2009 IBC/ASCE 7-05 Seismic Loads
  • 2.14 2012 IBC/ASCE 7-10 Seismic Loads
    • 2.14.1 Options for 2012 IBC/ASCE 7-10 Building Period
    • 2.14.2 Other Input Factors and Coefficients
    • 2.14.3 Algorithm for 2012 IBC / ASCE 7-10 Seismic Loads
  • 2.15 1997 NEHRP Seismic Loads
    • 2.15.1 Options for 1997 NEHRP Building Period
    • 2.15.2 Other Input Factors and Coefficients
    • 2.15.3 Algorithm for 1997 NEHRP Seismic Loads
  • 2.16 2010 Chinese Seismic Loads
    • 2.16.1 Options for 2010 Chinese Building Period
    • 2.16.2 Other Input Factors and Coefficients
    • 2.16.3 Algorithm for 2010 Chinese Seismic Loads
  • 2.17 2004 NZS 1170.5 Seismic Loads
    • 2.17.1 Options for 2004 NZS 1170.5 Building Period
    • 2.17.2 Other Input Factors and Coefficients
    • 2.17.3 Algorithm for 2004 NZS 1170.5 Seismic Loads
  • 2.18 2007 AS 1170.4 Seismic Loads
    • 2.18.1 Options for 2007 AS 1170.4 Building Period
    • 2.18.2 Other Input Factors and Coefficients
    • 2.18.3 Algorithm for 2007 AS 1170.4 Seismic Loads
  • 2.19 2004 Eurocode 8 (EN 1998-1) Seismic Loads
    • 2.19.1 Options for EN 1998-1:2004 Building Period
    • 2.19.2 Other Input Factors and Coefficients
    • 2.19.3 Algorithm for EN 1998-1:2004 Seismic Loads
  • 2.20 2002 Indian IS:1893
    • 2.20.1 Options for 2002 Indian IS:1893 Building Period
    • 2.20.2 Other Input Factors and Coefficients
    • 2.20.3 Algorithm for IS:1893 Seismic Loads
  • 2.21 2008 Italian NTC Seismic Loads
    • 2.21.1 Options for 2008 Italian NTC Building Period
    • 2.21.2 Other Input Factors and Coefficients
    • 2.21.3 Algorithm for 2008 Italian NTC Seismic Loads
      • 2.21.3.1 Horizontal Elastic Response Spectrum
      • 2.21.3.2 Vertical Elastic Response Spectrum
      • 2.21.3.3 Design Horizontal Response Spectrum
      • 2.21.3.4 Design Vertical Response Spectrum
  • 2.22 2007 Turkish Seismic Code (TSC) Loads
    • 2.22.1 Options for 2007 TSC Building Period
    • 2.22.2 Other Input Factors and Coefficients
    • 2.22.3 Algorithm for 2007 Turkish Seismic Code Loads
  • 2.23 2009 Korean Building Code (KBC) Seismic Loads
    • 2.23.1 Options for 2009 KBC Building Period
    • 2.23.2 Other Input Factors and Coefficients
    • 2.23.3 Algorithm for 2009 KBC Seismic Loads
  • 2.24 2011 Dominican Republic R-001 Seismic Loads
    • 2.24.1 Options for 2011 Dominican Republic R-001 Seismic Building Period
    • 2.24.2 Other Input Factors and Coefficients
    • 2.24.3 Algorithm for 2011 Dominican Republic R-001 Seismic Loads
  • 2.25 User Defined Seismic Loads
    • 2.25.1 Input Factors and Coefficients
    • 2.25.2 Algorithm for User Defined Seismic Loads
  • 2.26 Response Spectrum Functions
    • 2.26.1 From File
    • 2.26.2 User
    • 2.26.3 Code Specific
    • 2.26.4 1994 UBC Parameters for a Response Spectrum Function
    • 2.26.5 1997 UBC Parameters for a Response Spectrum Function
    • 2.26.6 1996 BOCA Parameters for a Response Spectrum Function
    • 2.26.7 1995 NBCC Parameters for a Response Spectrum Function
    • 2.26.8 2005 NBCC Parameters for a Response Spectrum Function
    • 2.26.9 2010 NBCC Parameters for a Response Spectrum Function
    • 2.26.10 2015 NBCC Parameters for a Response Spectrum Function
    • 2.26.11 2003 IBC/ASCE 7-02 Parameters for a Response Spectrum Function
    • 2.26.12 2006 IBC/ASCE 7-05 Parameters for a Response Spectrum Function
    • 2.26.13 2009 IBC/ASCE 7-05 Parameters for a Response Spectrum Function
    • 2.26.14 2012 IBC/ASCE 7-10 Parameters for a Response Spectrum Function
    • 2.26.15 1997 NEHRP Parameters for a Response Spectrum Function
    • 2.26.16 1998 Eurocode 8 Parameters for a Response Spectrum Function
    • 2.26.17 2004 Eurocode 8 Parameters for a Response Spectrum Function
    • 2.26.18 1992 NZS 4203 Parameters for a Response Spectrum Function
    • 2.26.19 2004 NZS 1170.5 Parameters for a Response Spectrum Function
    • 2.26.20 2007 AS 1170.4 Parameters for a Response Spectrum Function
    • 2.26.21 2007 AASHTO Parameters for a Response Spectrum Function
    • 2.26.22 2012 AASHTO Parameters for a Response Spectrum Function
    • 2.26.23 2002 Indian IS:1893 Response Spectrum Function
    • 2.26.24 2008 Italian NTC Parameters for a Response Spectrum Function
      • 2.26.24.1 Horizontal Elastic Response Spectrum
      • 2.26.24.2 Vertical Elastic Response Spectrum
      • 2.26.24.3 Design Horizontal Response Spectrum
      • 2.26.24.4 Design Vertical Response Spectrum
    • 2.26.25 2007 TSC Parameters for a Response Spectrum Function
    • 2.26.26 1995 SI 413 Parameters for a Response Spectrum Function
    • 2.26.27 KBC 2009 Parameters for a Response Spectrum Function
    • 2.26.28 2013 Argentina Regulation 103 INPRES-CIRSOC Parameters for a Response Spectrum Function
    • 2.26.29 1993 Chile Standard NCh433 + DS61 Parameters for a Response Spectrum Function
    • 2.26.30 2003 Chile Standard 2369 Parameters for a Response Spectrum Function
    • 2.26.31 2010 Colombian Regulations NSR–10 Parameters for a Response Spectrum Function
    • 2.26.32 2011 Ecuador Standard NEC–11 Parameters for a Response Spectrum Function
    • 2.26.33 2010 Guatemala Standard AGIES NSE 2–10 Parameters for a Response Spectrum Function
    • 2.26.34 2004 Mexico Standard NTC–2004 Parameters for a Response Spectrum Function
    • 2.26.35 2003 Peru Standard E.030 Parameters for a Response Spectrum Function
    • 2.26.36 2011 Dominican Republic Standard R–001 Parameters for a Response Spectrum Function
    • 2.26.37 2001 Venezuela Standard COVENIN 1756–1 Parameters for a Response Spectrum Function
    • 2.26.38 2015 Ecuador Standard NEC–SE–DS Parameters for a Response Spectrum Function
    • 2.26.39 2014 Peru Standard E.030 Parameters for a Response Spectrum Function
    • 2.26.40 2008 Mexico CFE Parameters for a Response Spectrum Function
    • 2.26.41 1993 Mexico CFE Parameters for a Response Spectrum Function
    • 2.26.42 2010 Costa Rica Parameters for a Response Spectrum Function
    • 2.26.43 SP 14.13330.2014 Response Spectrum Function
• Chapter 03 Automatic Wind Loads
  • 3.1 Defining Automatic Wind Load Patterns
  • 3.2 Automatic Wind Load Patterns
    • 3.2.1 Exposure
    • 3.2.2 Wind Exposure Parameters
    • 3.2.3 Wind Exposure Height
  • 3.3 1994 UBC Wind Loads
    • 3.3.1 Input Wind Coefficients
    • 3.3.2 Algorithm for 1994 UBC Wind Loads
  • 3.4 1997 UBC Wind Loads
    • 3.4.1 Input Wind Coefficients
    • 3.4.2 Algorithm for 1997 UBC Wind Loads
      • 3.4.2.1 Exposure from Extents of Diaphragms
      • 3.4.2.2 Exposure from Area Objects
  • 3.5 1996 BOCA Wind Loads
    • 3.5.1 Input Wind Coefficients
    • 3.5.2 Algorithm for 1996 BOCA Wind Loads
      • 3.5.2.1 Exposure from Extents of Diaphragms
      • 3.5.2.2 Exposure from Area Objects
  • 3.6 1995 BS 6399 Wind Loads
    • 3.6.1 Input Wind Coefficients
    • 3.6.2 Algorithm for 1995 BS 6399 Wind Loads
      • 3.6.2.1 Exposure from Extents of Diaphragms
      • 3.6.2.2 Exposure from Area Objects
  • 3.7 1995 NBCC Wind Loads
    • 3.7.1 Input Wind Coefficients
    • 3.7.2 Algorithm for 1995 NBCC Wind Loads
      • 3.7.2.1 Exposure from Extents of Diaphragms
      • 3.7.2.2 Exposure from Area Objects
  • 3.8 2005 NBCC Wind Loads
    • 3.8.1 Input Wind Coefficients
    • 3.8.2 Algorithm for 2005 NBCC Wind Loads
      • 3.8.2.1 Exposure from Extents of Diaphragms
      • 3.8.2.2 Exposure from Area Objects
  • 3.9 2010 NBCC Wind Loads
    • 3.9.1 Input Wind Coefficients
    • 3.9.2 Algorithm for 2010 NBCC Wind Loads
      • 3.9.2.1 Exposure from Extents of Diaphragms
      • 3.9.2.2 Exposure from Area Objects
  • 3.10 2015 NBCC Wind Loads
    • 3.10.1 Input Wind Coefficients
    • 3.10.2 Algorithm for 2015 NBCC Wind Loads
      • 3.10.2.1 Exposure from Extents of Diaphragms
      • 3.10.2.2 Exposure from Area Objects
  • 3.11 ASCE 7-95 Wind Loads
    • 3.11.1 Input Wind Coefficients
    • 3.11.2 Algorithm for ASCE 7-95 Wind Loads
      • 3.11.2.1 Exposure from Extents of Diaphragms
      • 3.11.2.2 Exposure from Area Objects
  • 3.12 ASCE 7-02 Wind Loads
    • 3.12.1 Input Exposure
      • 3.12.1.1 Input Wind Exposure Parameters
      • 3.12.1.2 Input Pressure Coefficients
      • 3.12.1.3 Input Wind Coefficients
    • 3.12.2 Algorithm for ASCE 7-02 Wind Loads
      • 3.12.2.1 Exposure from Extents of Diaphragms
      • 3.12.2.2 Exposure from Area Objects
      • 3.12.2.3 Exposure from Line (Frame) Objects
  • 3.13 2006 IBC / ASCE 7-05 Wind Loads
    • 3.13.1 Input Exposure
      • 3.13.1.1 Input Wind Exposure Parameters
      • 3.13.1.2 Input Pressure Coefficients
      • 3.13.1.3 Input Wind Coefficients
    • 3.13.2 Algorithm for ASCE 7-05 Wind Loads
      • 3.13.2.1 Exposure from Extents of Diaphragms
      • 3.13.2.2 Exposure from Area Objects
      • 3.13.2.3 Exposure from Line (Frame) Objects
  • 3.14 ASCE 7-10 Wind Loads
    • 3.14.1 Input Exposure
      • 3.14.1.1 Input Wind Exposure Parameters
      • 3.14.1.2 Input Pressure Coefficients
      • 3.14.1.3 Input Wind Coefficients
    • 3.14.2 Algorithm for ASCE 7-10 Wind Loads
      • 3.14.2.1 Exposure from Extents of Diaphragms
      • 3.14.2.2 Exposure from Area Objects
      • 3.14.2.3 Exposure from Line (Frame) Objects
  • 3.15 1987 RCDF Wind Loads
    • 3.15.1 Input Wind Coefficients
    • 3.15.2 Algorithm for 1987 RCDF Wind Loads
      • 3.15.2.1 Exposure from Extents of Diaphragms
      • 3.15.2.2 Exposure from Area Objects
  • 3.16 2010 Chinese Wind Loads
    • 3.16.1 Input Wind Exposure Parameters
    • 3.16.2 Input Wind Coefficients
      • 3.16.2.1 Input Phi Z Source
      • 3.16.2.2 Input T1 Source
      • 3.16.2.3 Input Other Parameters
    • 3.16.3 Algorithm for 2010 Chinese Wind Loads
      • 3.16.3.1 Exposure from Extents of Diaphragms
      • 3.16.3.2 Exposure from Area Objects
  • 3.17 2008 API 4F Wind Loads
    • 3.17.1 Input Exposure
    • 3.17.2 Algorithm for API 4F-2008 Wind Loads
      • 3.17.2.1 Exposure from Area Objects
      • 3.17.2.2 Exposure from Line (Frame) Objects
  • 3.18 2013 API 4F Wind Loads
    • 3.18.1 Input Exposure
    • 3.18.2 Algorithm for API 4F-2013 Wind Loads
      • 3.18.2.1 Exposure from Area Objects
      • 3.18.2.2 Exposure from Line (Frame) Objects
  • 3.19 2005 Eurocode 1(EN 1991-1-4) Wind Loads
    • 3.19.1 Input Wind Coefficients
    • 3.19.2 Algorithm for EN 1991-1-4:2005 Wind Loads
      • 3.19.2.1 Exposure from Extents of Diaphragms
      • 3.19.2.2 Exposure from Area Objects
  • 3.20 2002 AS/NZS 1170.2 Wind Loads
    • 3.20.1 Input Wind Coefficients
    • 3.20.2 Algorithm for AS/NZS 1170.2:2002 Wind Loads
      • 3.20.2.1 Exposure from Extents of Diaphragms
      • 3.20.2.2 Exposure from Area Objects
  • 3.21 2011 AS/NZS 1170.2 Wind Loads
    • 3.21.1 Input Wind Coefficients
    • 3.21.2 Algorithm for AS/NZS 1170.2:2011 Wind Loads
      • 3.21.2.1 Exposure from Extents of Diaphragms
      • 3.21.2.2 Exposure from Area Objects
  • 3.22 1987 Indian IS:875 Part-3 Wind Loads
    • 3.22.1 Input Wind Coefficients
    • 3.22.2 Exposure from Extents of Diaphragms
    • 3.22.3 Exposure from Area Objects
  • 3.23 2008 Italian NTC Wind Loads
    • 3.23.1 Input Wind Coefficients
    • 3.23.2 Algorithm for Italian NTC 2008 Wind Loads
      • 3.23.2.1 Exposure from Extents of Diaphragms
      • 3.23.2.2 Exposure from Area Objects
  • 3.24 1997 TS 498 Wind Loads
    • 3.24.1 Input Wind Coefficients
    • 3.24.2 Algorithm for 1997 TS 498 Wind Loads
      • 3.24.2.1 Exposure from Extents of Diaphragms
      • 3.24.2.2 Exposure from Area Objects
  • 3.25 User-Defined Wind Loads
• References
• Lateral Loads Manual_1.pdf
  • Title
  • Copyright
  • Disclaimer
  • Contents
  • Chapter 1 Introduction
    • 1.1 About the Manual
    • 1.2 Technical Support
    • 1.3 Help Us to Help You
    • 1.4 Telephone Support
    • 1.5 Online Support
  • Chapter 2 Automatic Seismic Loads
    • 2.1 Defining Automatic Seismic Load Patterns
    • 2.2 Automatic Seismic Load Patterns
      • 2.2.1 Types of Auto Seismic Loads
      • 2.2.2 Distribution of Automatic Seismic Loads at a Story Level
      • 2.2.3 Load Direction and Diaphragm Eccentricity
      • 2.2.4 Story/Elevation Range Data
    • 2.3 1994 UBC Seismic Loads
      • 2.3.1 Options for 1994 UBC Building Period
      • 2.3.2 Other Input Factors and Coefficients
      • 2.3.3 Algorithm for 1994 UBC Seismic Loads
    • 2.4 1997 UBC Seismic Loads
      • 2.4.1 Options for 1997 UBC Building Period
      • 2.4.2 Other Input Factors and Coefficients
      • 2.4.3 Algorithm for 1997 UBC Seismic Loads
    • 2.5 1997 UBC Isolated Building Seismic Loads
      • 2.5.1 Other Input Factors and Coefficients
      • 2.5.2 Algorithm for 1997 UBC Isolated Building Seismic Loads
    • 2.6 1996 BOCA Seismic Loads
      • 2.6.1 Options for 1996 BOCA Building Period
      • 2.6.2 Other Input Factors and Coefficients
      • 2.6.3 Algorithm for 1996 BOCA Seismic Loads
    • 2.7 1995 NBCC Seismic Loads
      • 2.7.1 Options for 1995 NBCC Building Period
      • 2.7.2 Other Input Factors and Coefficients
      • 2.7.3 Algorithm for 1995 NBCC Seismic Loads
    • 2.8 2005 NBCC Seismic Loads
      • 2.8.1 Options for 2005 NBCC Building Period
      • 2.8.2 Other Input Factors and Coefficients
      • 2.8.3 Algorithm for 2005 NBCC Seismic Loads
    • 2.9 2010 NBCC Seismic Loads
      • 2.9.1 Options for 2010 NBCC Building Period
      • 2.9.2 Other Input Factors and Coefficients
      • 2.9.3 Algorithm for 2010 NBCC Seismic Loads
    • 2.10 2003 IBC/ASCE 7-02 Seismic Loads
      • 2.10.1 Options for 2003 IBC/ASCE 7-02 Building Period
      • 2.10.2 Other Input Factors and Coefficients
      • 2.10.3 Algorithm for 2003 IBC/ASCE 7-02 Seismic Loads
    • 2.11 2006 IBC/ASCE 7-05 Seismic Loads
      • 2.11.1 Options for 2006 IBC/ASCE 7-05 Building Period
      • 2.11.2 Other Input Factors and Coefficients
      • 2.11.3 Algorithm for ASCE 7-05 Seismic Loads
    • 2.12 2009 IBC/ASCE 7-05 Seismic Loads
      • 2.12.1 Options for 2009 IBC/ASCE 7-05 Building Period
      • 2.12.2 Other Input Factors and Coefficients
      • 2.12.3 Algorithm for 2009 IBC/ASCE 7-05 Seismic Loads
    • 2.13 2012 IBC/ASCE 7-10 Seismic Loads
      • 2.13.1 Options for 2012 IBC/ASCE 7-10 Building Period
      • 2.13.2 Other Input Factors and Coefficients
      • 2.13.3 Algorithm for 2012 IBC / ASCE 7-10 Seismic Loads
    • 2.14 1997 NEHRP Seismic Loads
      • 2.14.1 Options for 1997 NEHRP Building Period
      • 2.14.2 Other Input Factors and Coefficients
      • 2.14.3 Algorithm for 1997 NEHRP Seismic Loads
    • 2.15 2010 Chinese Seismic Loads
      • 2.15.1 Options for 2010 Chinese Building Period
      • 2.15.2 Other Input Factors and Coefficients
      • 2.15.3 Algorithm for 2010 Chinese Seismic Loads
    • 2.16 2004 NZS 1170.5 Seismic Loads
      • 2.16.1 Options for 2004 NZS 1170.5 Building Period
      • 2.16.2 Other Input Factors and Coefficients
      • 2.16.3 Algorithm for 2004 NZS 1170.5 Seismic Loads
    • 2.17 2007 AS 1170.4 Seismic Loads
      • 2.17.1 Options for 2007 AS 1170.4 Building Period
      • 2.17.2 Other Input Factors and Coefficients
      • 2.17.3 Algorithm for 2007 AS 1170.4 Seismic Loads
    • 2.18 2004 Eurocode 8 (EN 1998-1) Seismic Loads
      • 2.18.1 Options for EN 1998-1:2004 Building Period
      • 2.18.2 Other Input Factors and Coefficients
      • 2.18.3 Algorithm for EN 1998-1:2004 Seismic Loads
    • 2.19 2002 Indian IS:1893
      • 2.19.1 Options for 2002 Indian IS:1893 Building Period
      • 2.19.2 Other Input Factors and Coefficients
      • 2.19.3 Algorithm for IS:1893 Seismic Loads
    • 2.20 2008 Italian NTC Seismic Loads
      • 2.20.1 Options for 2008 Italian NTC Building Period
      • 2.20.2 Other Input Factors and Coefficients
      • 2.20.3 Algorithm for 2008 Italian NTC Seismic Loads
        • 2.20.3.1 Horizontal Elastic Response Spectrum
        • 2.20.3.2 Vertical Elastic Response Spectrum
        • 2.20.3.3 Design Horizontal Response Spectrum
        • 2.20.3.4 Design Vertical Response Spectrum
    • 2.21 2007 Turkish Seismic Code (TSC) Loads
      • 2.21.1 Options for 2007 TSC Building Period
      • 2.21.2 Other Input Factors and Coefficients
      • 2.21.3 Algorithm for 2007 Turkish Seismic Code Loads
    • 2.22 2009 Korean Building Code (KBC) Seismic Loads
      • 2.22.1 Options for 2009 KBC Building Period
      • 2.22.2 Other Input Factors and Coefficients
      • 2.22.3 Algorithm for 2009 KBC Seismic Loads
    • 2.23 2011 Dominican Republic R-001 Seismic Loads
      • 2.23.1 Options for 2011 Dominican Republic R-001 SeismicBuilding Period
      • 2.23.2 Other Input Factors and Coefficients
      • 2.23.3 Algorithm for 2011 Dominican Republic R-001 SeismicLoads
    • 2.24 User Defined Seismic Loads
      • 2.24.1 Input Factors and Coefficients
      • 2.24.2 Algorithm for User Defined Seismic Loads
    • 2.25 Response Spectrum Functions
      • 2.25.1 From File
      • 2.25.2 User
      • 2.25.3 Code Specific
      • 2.25.4 1994 UBC Parameters for a Response SpectrumFunction
      • 2.25.5 1997 UBC Parameters for a Response Spectrum Function
      • 2.25.6 1996 BOCA Parameters for a Response SpectrumFunction
      • 2.25.7 1995 NBCC Parameters for a Response SpectrumFunction
      • 2.25.8 2005 NBCC Parameters for a Response SpectrumFunction
      • 2.25.9 2010 NBCC Parameters for a Response SpectrumFunction
      • 2.25.10 2003 IBC/ASCE 7-02 Parameters for a Response SpectrumFunction
      • 2.25.11 2006 IBC/ASCE 7-05 Parameters for a Response SpectrumFunction
      • 2.25.12 2009 IBC/ASCE 7-05 Parameters for a Response SpectrumFunction
      • 2.25.13 2012 IBC/ASCE 7-10 Parameters for a Response SpectrumFunction
      • 2.25.14 1997 NEHRP Parameters for a Response SpectrumFunction
      • 2.25.15 1998 Eurocode 8 Parameters for a Response SpectrumFunction
      • 2.25.16 2004 Eurocode 8 Parameters for a Response SpectrumFunction
      • 2.25.17 1992 NZS 4203 Parameters for a Response SpectrumFunction
      • 2.25.18 2004 NZS 1170.5 Parameters for a Response SpectrumFunction
      • 2.25.19 2007 AS 1170.4 Parameters for a Response SpectrumFunction
      • 2.25.20 2007 AASHTO Parameters for a Response SpectrumFunction
      • 2.25.21 2012 AASHTO Parameters for a Response SpectrumFunction
      • 2.25.22 2002 Indian IS:1893 Response Spectrum Function
      • 2.25.23 2008 Italian NTC Parameters for a Response SpectrumFunction
        • 2.25.23.1 Horizontal Elastic Response Spectrum
          • 2.25.23.2 Vertical Elastic Response Spectrum
          • 2.25.23.3 Design Horizontal Response Spectrum
          • 2.25.23.4 Design Vertical Response Spectrum
      • 2.25.24 2007 TSC Parameters for a Response SpectrumFunction
      • 2.25.25 1995 SI 413 Parameters for a Response SpectrumFunction
      • 2.25.26 KBC 2009 Parameters for a Response Spectrum Function
      • 2.25.27 2013 Argentina Regulation 103 INPRES-CIRSOC Parametersfor a Response Spectrum Function
      • 2.25.28 1993 Chile Standard NCh433 + DS61 Parameters for aResponse Spectrum Function
      • 2.25.29 2003 Chile Standard 2369 Parameters for a ResponseSpectrum Function
      • 2.25.30 2010 Colombian Regulations NSR–10 Parameters for aResponse Spectrum Function
      • 2.25.31 2011 Ecuador Standard NEC–11 Parameters for a ResponseSpectrum Function
      • 2.25.32 2010 Guatemala Standard AGIES NSE 2–10 Parametersfor a Response Spectrum Function
      • 2.25.33 2004 Mexico Standard NTC–2004 Parameters for a ResponseSpectrum Function
      • 2.25.34 2003 Peru Standard E.030 Parameters for a ResponseSpectrum Function
      • 2.25.35 2011 Dominican Republic Standard R–001 Parametersfor a Response Spectrum Function
      • 2.25.36 2001 Venezuela Standard COVENIN 1756–1 Parametersfor a Response Spectrum Function
      • 2.25.37 2015 Ecuador Standard NEC–SE–DS Parameters for aResponse Spectrum Function
      • 2.25.38 2014 Peru Standard E.030 Parameters for a ResponseSpectrum Function
      • 2.25.39 2008 Mexico CFE Parameters for a Response SpectrumFunction
      • 2.25.40 1993 Mexico CFE Parameters for a Response SpectrumFunction
      • 2.25.41 2010 Costa Rica Parameters for a Response SpectrumFunction
  • Chapter 3 Automatic Wind Loads
    • 3.1 Defining Automatic Wind Load Patterns
    • 3.2 Automatic Wind Load Patterns
      • 3.2.1 Exposure
      • 3.2.2 Wind Exposure Parameters
      • 3.2.3 Wind Exposure Height
    • 3.3 1994 UBC Wind Loads
      • 3.3.1 Input Wind Coefficients
      • 3.3.2 Algorithm for 1994 UBC Wind Loads
    • 3.4 1997 UBC Wind Loads
      • 3.4.1 Input Wind Coefficients
      • 3.4.2 Algorithm for 1997 UBC Wind Loads
        • 3.4.2.1 Exposure from Extents of Diaphragms
        • 3.4.2.2 Exposure from Area Objects
    • 3.5 1996 BOCA Wind Loads
      • 3.5.1 Input Wind Coefficients
      • 3.5.2 Algorithm for 1996 BOCA Wind Loads
        • 3.5.2.1 Exposure from Extents of Diaphragms
        • 3.5.2.2 Exposure from Area Objects
    • 3.6 1995 BS 6399 Wind Loads
      • 3.6.1 Input Wind Coefficients
      • 3.6.2 Algorithm for 1995 BS 6399 Wind Loads
        • 3.6.2.1 Exposure from Extents of Diaphragms
        • 3.6.2.2 Exposure from Area Objects
    • 3.7 1995 NBCC Wind Loads
      • 3.7.1 Input Wind Coefficients
      • 3.7.2 Algorithm for 1995 NBCC Wind Loads
        • 3.7.2.1 Exposure from Extents of Diaphragms
        • 3.7.2.2 Exposure from Area Objects
    • 3.8 2005 NBCC Wind Loads
      • 3.8.1 Input Wind Coefficients
      • 3.8.2 Algorithm for 2005 NBCC Wind Loads
        • 3.8.2.1 Exposure from Extents of Diaphragms
        • 3.8.2.2 Exposure from Area Objects
    • 3.9 2010 NBCC Wind Loads
      • 3.9.1 Input Wind Coefficients
      • 3.9.2 Algorithm for 2010 NBCC Wind Loads
        • 3.9.2.1 Exposure from Extents of Diaphragms
        • 3.9.2.2 Exposure from Area Objects
    • 3.10 ASCE 7-95 Wind Loads
      • 3.10.1 Input Wind Coefficients
      • 3.10.2 Algorithm for ASCE 7-95 Wind Loads
        • 3.10.2.1 Exposure from Extents of Diaphragms
        • 3.10.2.2 Exposure from Area Objects
    • 3.11 ASCE 7-02 Wind Loads
      • 3.11.1 Input Exposure
        • 3.11.1.1 Input Wind Exposure Parameters
        • 3.11.1.2 Input Pressure Coefficients
        • 3.11.1.3 Input Wind Coefficients
      • 3.11.2 Algorithm for ASCE 7-02 Wind Loads
        • 3.11.2.1 Exposure from Extents of Diaphragms
        • 3.11.2.2 Exposure from Area Objects
        • 3.11.2.3 Exposure from Line (Frame) Objects
    • 3.12 2006 IBC / ASCE 7-05 Wind Loads
      • 3.12.1 Input Exposure
        • 3.12.1.1 Input Wind Exposure Parameters
        • 3.12.1.2 Input Pressure Coefficients
        • 3.12.1.3 Input Wind Coefficients
      • 3.12.2 Algorithm for ASCE 7-05 Wind Loads
        • 3.12.2.1 Exposure from Extents of Diaphragms
        • 3.12.2.2 Exposure from Area Objects
        • 3.12.2.3 Exposure from Line (Frame) Objects
    • 3.13 ASCE 7-10 Wind Loads
      • 3.13.1 Input Exposure
        • 3.13.1.1 Input Wind Exposure Parameters
        • 3.13.1.2 Input Pressure Coefficients
        • 3.13.1.3 Input Wind Coefficients
      • 3.13.2 Algorithm for ASCE 7-10 Wind Loads
        • 3.13.2.1 Exposure from Extents of Diaphragms
        • 3.13.2.2 Exposure from Area Objects
        • 3.13.2.3 Exposure from Line (Frame) Objects
    • 3.14 1987 RCDF Wind Loads
      • 3.14.1 Input Wind Coefficients
      • 3.14.2 Algorithm for 1987 RCDF Wind Loads
        • 3.14.2.1 Exposure from Extents of Diaphragms
        • 3.14.2.2 Exposure from Area Objects
    • 3.15 2010 Chinese Wind Loads
      • 3.15.1 Input Wind Exposure Parameters
      • 3.15.2 Input Wind Coefficients
        • 3.15.2.1 Input Phi Z Source
        • 3.15.2.2 Input T1 Source
        • 3.15.2.3 Input Other Parameters
      • 3.15.3 Algorithm for 2010 Chinese Wind Loads
        • 3.15.3.1 Exposure from Extents of Diaphragms
        • 3.15.3.2 Exposure from Area Objects
    • 3.16 2008 API 4F Wind Loads
      • 3.16.1 Input Exposure
      • 3.16.2 Algorithm for API 4F-2008 Wind Loads
        • 3.16.2.1 Exposure from Area Objects
        • 3.16.2.2 Exposure from Line (Frame) Objects
    • 3.17 2013 API 4F Wind Loads
      • 3.17.1 Input Exposure
      • 3.17.2 Algorithm for API 4F-2013 Wind Loads
        • 3.17.2.1 Exposure from Area Objects
        • 3.17.2.2 Exposure from Line (Frame) Objects
    • 3.18 2005 Eurocode 1(EN 1991-1-4) Wind Loads
      • 3.18.1 Input Wind Coefficients
      • 3.18.2 Algorithm for EN 1991-1-4:2005 Wind Loads
        • 3.18.2.1 Exposure from Extents of Diaphragms
        • 3.18.2.2 Exposure from Area Objects
    • 3.19 2002 AS/NZS 1170.2 Wind Loads
      • 3.19.1 Input Wind Coefficients
      • 3.19.2 Algorithm for AS/NZS 1170.2:2002 Wind Loads
        • 3.19.2.1 Exposure from Extents of Diaphragms
        • 3.19.2.2 Exposure from Area Objects
    • 3.20 2011 AS/NZS 1170.2 Wind Loads
      • 3.20.1 Input Wind Coefficients
      • 3.20.2 Algorithm for AS/NZS 1170.2:2011 Wind Loads
        • 3.20.2.1 Exposure from Extents of Diaphragms
        • 3.20.2.2 Exposure from Area Objects
    • 3.21 1987 Indian IS:875 Part-3 Wind Loads
      • 3.21.1 Input Wind Coefficients
      • 3.21.2 Exposure from Extents of Diaphragms
      • 3.21.3 Exposure from Area Objects
    • 3.22 2008 Italian NTC Wind Loads
      • 3.22.1 Input Wind Coefficients
      • 3.22.2 Algorithm for Italian NTC 2008 Wind Loads
        • 3.22.2.1 Exposure from Extents of Diaphragms
        • 3.22.2.2 Exposure from Area Objects
    • 3.23 1997 TS 498 Wind Loads
      • 3.23.1 Input Wind Coefficients
      • 3.23.2 Algorithm for 1997 TS 498 Wind Loads
        • 3.23.2.1 Exposure from Extents of Diaphragms
        • 3.23.2.2 Exposure from Area Objects
    • 3.24 User-Defined Wind Loads
  • References