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RKALC Diamond
Main STM Model
Complementary Bearing Check
Calculations
Theory
My Columns
Inputs
Materials (MPa)
f'cs -Slab
fcc -Columns
fy
Geometry (Units mm)
Slab Depth
Cover to REO Centre
Effective Depth
Width of Col. Over
Length of Col. Over
REO% Col. Over
Width of Col. Under
Length of Col. Under
REO% Col. Under
Loads KN
Ultimate (KN)
Squash Col Over
Squash Col Under
Bearing Check
Angle of Load Dispersion (Degrees)
Slab Joint / Eff .Stress (fce MPa)
Effective Length of A1 (mm)
Width of A1 (mm)
A1 (Smaller Area) (mm²)
Effective Length of A2 (mm)
Effective Width of A2 (mm)
A2 (Bigger Area) (mm²)
Basic Allowable Stress (MPa)
Enhancement Factor
Applied Stress (MPa)
Allowable Stress (MPa)
Bearing Area Capacity (Col) (KN)
Utilisation %
Graphics
Plan
Elevation 1
Elevation 2