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    • Coupled Wall

    Inputs
       
    f'c(MPa)
    Effective Section
       
    Thickness
       
    Width of 1st Wall (mm)
    Width of 2nd Wall
       
    Span of Coupling Beam
    Depth of Coupling Beam
       
    Typ Storey Height
    No of Storeys
       
    Loading Type
    Loading Value (KN/m')
       
     
    kαH =
    Top Deflection
    Wall Intertia
       
    V Max=306
    N Max=2442
     
    Mb Max=229
    M1 Max=2058               M2 Max=5999

    Notes


    1- The following publication is the relied upon to generate the results:
    B. S. Smith, A. Coull, Tall Building Structures: Analysis and Design, Wiley, New York 1991.

    2-The programmer has conducted comparisons to verify and calibrate the differential equations "of a closed form solution" with FE simulations, and adjusted the wall moments slgithly.