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Calculate Rebar Development Length For Spread Footing:
Calculation:
Designer/Checker:
Input
Metric Units
(Note: All input Metric units are converted to English units for the equations below and then the output English units are converted back to Metric)
B = 1.5 : Rebar-Epoxy Coated w/cover < 3db and spacing < 6db
B = 1.2 : Rebar-Epoxy Coated
B = 1.0 : Rebar-Uncoated
Bar Size <= 6; y = 0.8
Bar Size > 6; y = 1.0
@ = 1.0 : Fresh concrete below bars <= 12 in
@ = 1.3 : Fresh concrete below bars > 12 in
Concrete compressive strength (f'c - psi or kPa)
Steel yield strength (fy - psi or kPa)
Bar spacing (S - in or cm)
Distance - center of steel to nearest concrete surface (Dst - in or cm)
Diameter of the reinforcing bar (db - in or cm)
For footing ktr = 0.0
A = 1.0 : Normal weight concrete.
Output:
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Rebar development length, lb =
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