Description

Name Of File :- Design of Column Supporting Discontinuous System Based on IBC 2003 & CBC 2001

Contents :-

• Input Data & Design Summary
• Concrete Strength
• Rebar Yield Stress
• Column Clear Height
• Column Size
• Seismic Coefficient (Tab 16-n)
• Amplification Factor (Tab 16-n)
• Design Level Story Displacement

Analysis :-

• Design Criteria
  • Since The Column Supported Reaction From Discontinued Stiff Member, CBC 1633.2.4 &1921.4.4.5 Apply.
  • Since The Column Is Not Part Of The Lateral Force Resisting System, CBC 1921.7 Apply.
  • Since The Column LD Required Into Top & 12″ At Least Into Footing Per CBC 1921.4.4.5, A
• Fixed-fixed Condition Should Be Used..
• Check Capacity Subjected To Bending And Axial Load
• Determine Induced Moment In The Column
• Summary Of Load Versus Moment Capacities (For ACI 318-02 10.2 & 10.3 Only)
• Check Requirements Of Not Part Of The Lateral Resisting System
• Check Section Requirements (ACI 318-02 21.4.1 / CBC 1921.4.1)
• Check Transverse Reinforcing At End Of Column (ACI 318-02 21.4.4 / CBC 1921.4.4)
• Check Flexural Reinforcing (ACI 318-02 21.4.3.1 / CBC 1921.4.3.1)
• Check Shear Strength (ACI 318-02 21.4.5 / CBC 1921.4.5)
• Determine Seismic Tension Development, LD, Into The Top Per ACI 318-02 21.4.4.5 / CBC 1921.4.4.5