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    • Inputs

    Criteria
    Probability Factor kp
       
    Hazard factor Z
       
    Structural System kt
       
    Site Sub-Soil Class
       
    Ductility Factor μ
       
    Performance Factor sp
       
    Geometry (Units mm)  
       
    Average Storey Mass (KN)
       
    Typical Storey Height (m)
       
    No. of Storeys
       
    Seismic Height (m)
       

    Results

       
    Static Period (Sec)
    Static Base Shear (KN)
       

    Loading Table

    Level Height Storey ShearAccumulative ShearOverr Turning Moment
    L01319.234493.86145418
    L02647.124474.63145360
    L03979.594427.51145078
    L0412115.454347.92144361
    L0515154.064232.47142976
    L0618195.014078.41140665
    L0721238.023883.4137155
    L0824282.883645.38132156
    L0927329.413362.5125367
    L1030377.483033.09116473
    L1133426.992655.61105149
    L1236477.832228.6291058
    L1339529.931750.7973856
    L1442583.221220.8653189
    L1545637.64637.6428694

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