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    • Inputs

    f'c (MPa)
    fy (MPa)
    fys (MPa)
    Geometry (Units mm)  
    Beam Width
    Beam Depth
    Beam Width
    Width of Middle Node
    Width of Support (Wall Nodes)
    Depth of Flexural Reo
    Loads (KN and m)  
    ULS Moment -Left (Larger)
    ULS Moment -Right (Smaller)
    Corresponding ULS Shear (KN)
       
    SLS Moment-Left
    SLS Moment-Right
    SLS Shear

     

    Strut Checkt Check

    Min WIdth     Strut Situation
    OK
    Max Width  
    Average Dc (mm)  
    Length  
    Lb  
    Strut Angle  
    Efficiency Factor  
    Strut Force KN
    Applied σ (MPa)  
    Allowed σ (MPa)  
    f'ct (MPa)  
    Tb,cr Bursting (KN)  
    ULS* Burst. (KN)  
    SLS* Burst. (KN)  
    Hor.REO Total Both Faces mm  
    Vert. REO Total Both Faces mm  
    ULS Burst. Capacity  
    SLS Burst. Capacity
    Note: Crticial strut has been checked, the inclined one, horizontal struts if any, are having lesser forces and they are all having rebar passing through them with high confinement