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Sample Project



Project Name
:Aurora Frame Building​


Design Stage
:Detailed Design​
The structure is a one-storey reinforced concrete (RC) frame. Lateral stability is provided by moment-frame action, where seismic loads are resisted through ductile deformation of beams and columns. The foundation comprises of isolated pad footings.


Structural Plan

Level 1 general arrangement of the structure


Structural Input

Concrete properties

  1. 
    
    f'c,b
    :32MPa​
  2. 
    
    f'c,c
    :32MPa​
    
  3. 
    
    f'c,f
    :232MPa​
    
  4. 
    
    Ec
    :20,000MPa​
    
  5. 
    
    ro
    :25.00kN/m3​
    

Reinforcement properties

  1. 
    
    fy
    :420MPa​
    
  2. 
    
    Es
    :200,000MPa​
    


Unfactored floor loads

  1. 
    
    SDL
    :1.50kN/m2​
  2. 
    
    LL
    :2.00kN/m2​
    

Beam Analysis and Design

👉Beam tag convention: uses the beam gridline with prefix "V". For example, the beam on gridline C is tagged "VC".

Beam VC

Key plan
Close-up of the structural plan showing beam VC

Beam section


VC width
:0.50m​


VC depth
:0.80m​


VC area
:0.40m2​


VC self-weight
:10.00kN/m​


VC span 1
:5.00m​


VC span 2
:3.00m​

Beam loads



VC tributary width 1
:5.00m​




VC tributary width 2
:2.50m​



Beam analysis

Beam Analysis Calculator - Beam VC
  1. 
    
    Abs max shear
    :122kN​
    
  2. 
    
    Abs max moment
    :92kN m​
    

Beam design

Concrete Beam Designer to AS3600 - Beam VC
  1. 
    
    Flexural capacity
    :643kN m​
    
  1. 
    
    Flexural utilisation
    :14%​
    
  1. 
    
    Shear capacity
    :3,016kN​
    
  1. 
    
    Shear utilisation
    :4%​
    


Column Analysis and Design [🚧coming soon]


Concrete Column Designer to AS3600

Footing Analysis and Design [🚧coming soon]


Concrete Rectangular Footing Designer to AS3600