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Design of Column Supporting Discontinuous System Based on IBC 2003 & CBC 2001

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Design of Column Supporting Discontinuous System Based on IBC 2003 & CBC 2001 4

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

Additional information

Product Name

Design of Column Supporting Discontinuous System Based on IBC 2003 & CBC 2001

Product Size

874 KB

Format

File Format

DEPARTMENT/COURSE

File Category

Need For

E-tabs Software, SAP2000, Softweres, Stadd PRO

Product Type

Provided By

Bush RC (NIT Agartala)

Uploaded By

Roop Chandra

Languages

English

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