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    • Pad Footings

    Do Not Use for Span/Depth Ratio < 1.5

    Use STM Wall for Footing on Rock

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    Inputs

    Materials
       
    f'c (N/mm²)
    fy (N/mm²)
       
    Geometry (Units mm)  
       
    Width
    Length
    Depth
    Cover to Centre
    Soil Bearing Capacity KPa
    Column Width
    Column Length
    Column's rebar size
       
    Loads (KN , m)
       
    Dead Load
    Live Load
    Ultimate Load


     

    General

    Effective Depth
    Span-Depth Ratio
    Max Outstand
    Soil Pressure

    Flexure-Critical Dir.

    Design Moment KN.m/m  
    Bottom REO (mm² / m)
    		  
    Min Depth (Development)  

    Column Bearing

    Stress under Col (A1)
    Max Bearing Stress
    Bearing Utilisation

    Punching Shear

    Punching Stress
    Conc Punching Capacity
    Punching Utlilsation

    One Way Shear

    (AS3600-2009 formulae 8.2.7.1)
    Applied Shear KN/m
    Applied Shear MPa/m
    Shear Cpacity MPa

    Graphics

    Plan

    Section