ETABS Loading
Latest release: ETABS 9.7.4

Automatic Code Based Seismic Loading

  • ETABS will automatically generate seismic loads based on various domestic and international codes including but not limited to:
    • UBC 94; 97
    • BOCA 96
    • NBCC 95
    • 2005 IBC 2003; 2006
    • Chinese 2002
    • ISI1893 2002
    • NEHRP 97
    • User coefficient
    • User loads

Special Seismic Load Effects

  • ETABS can automatically calculate the Rho factor, which is a reliability factor based on system redundancy
  • ETABS calculates the Rho factor in accordance with Section 1617 of the 2000 International Building Code
  • The Rho factor is only calculated when there is lateral load present in the model.
  • Display loading values
  • Color contoured area loading diagrams

Automatic Code Based Wind Loading

  • Automatic permutation of wind directions and eccentricities
  • ETABS will automatically generate wind loads based on various domestic and international codes including but not limited to:
    • UBC 94; 97
    • BOCA 96
    • ASCE 7-95; -02; -05
    • NBCC 2005
    • Mexican
    • Chinese 2002
    • IS875 1987
    • User defined
  • Open Structure Wind Loading

Load Cases and Combinations

  • Unlimited number of load cases and combinations
  • Automated design combinations based on selected design code
  • Strength and service combinations
  • User-defined load combinations
  • Linear add, envelope, absolute add, SRSS, and range combinations

Area, Line, Point and Thermal Loads

  • Uniform or non-uniform surface loads (surface loads can be assigned in any direction, not just gravity)
  • Point loads can be assigned in any direction, including skewed angles
  • Uniform or trapezoidal loads on lines in any direction
  • Thermal load can be assigned to joints, lines and/or areas
  • Imposed joint support displacement

Automatic Live Load Reduction

  • Live load reduction options:
    • Tributary Area
    • Influence Area
    • User parameters
    • Chinese
    • User defined by stories supported
    • Option to apply reduction factors to axial load only or all forces/components