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Seismic Design for Special Moment Resisting Frame Based on ACI 318-02

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Description

Seismic Design for Special Moment Resisting Frame Based on ACI 318-02 4

Name Of File :- Seismic Design for Special Moment Resisting Frame Based on ACI 318-02

Sheet No.1 :-  BEAM– Seismic Design for Special Moment Resisting Frame Based on ACI 318-02
Sheet No.2 :- COLUMN– Seismic Design for Special Moment Resisting Frame Based on ACI 318-02
Sheet No. 3:- JOINT– Seismic Design for Special Moment Resisting Frame Based on ACI 318-02

Input Data & Design Summary

  • Concrete Strength
  • Rebar Yield Stress
  • Beam Length Bet. Col. Centers
  • Beam Size
  • Column Size
  • Seismic Parameter
  • Redundancy Factor
  • Longitudinal Reinforcing
  • Hoop & Stirrup Locations (ACI 21.3.3)

Analysis

  • Design Loads
  • Check Section Requirements (Aci 21.3.1)
  • Check Flexural Requirements
  • Check Shear Strength (Aci 21.3.4)

For Seismic Load Acting to the Left
For Seismic Load Acting to the Right

Technical References:

  1. Alan Williams: “Seismic and Wind Forces, Structural Design Examples”, International Code Council, 2003.
  2. Seaoc: “2000 Ibc Structural/seismic Design Manual – Volume 3”, International Code Council, 2003.
  3. S.k. Ghosh, Xuemei Liang: “Seismic and Wind Design of Concrete Buildings”, Portland Cement Association, 2005.