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Coupled Wall
Inputs
f'c(MPa)
Effective Section
100%
80%
70%
50%
40%
35%
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.