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Dowel bars between a column and its footing
Minimum dowel steel at a column base and the length it needs into the footing. Reference: IS 456:2000 Cl. 34.4.3.
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# Data
b := 400 mm
D := 400 mm
phi := 16 mm
f_y := 415 MPa
tau_bd.c := 1.25*1.6*1.4 MPa =
# Dowels
A_min := 0.005*b*D = mm^2
n := ceil(A_min/(pi/4*phi^2)) =
L_d.c := phi*0.87*f_y/(4*tau_bd.c) = mm
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More IS 456 sheets on foundations
- Size of an isolated square footing
- Isolated footing: bending moment and steel
- Isolated footing: one-way shear
- Isolated footing: punching shear
- Combined footing for two columns
- Rectangular footing for a rectangular column