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Splice Length - Rebar
Inputs
f'c (MPa)
Fys (MPa)
Bar Diameter (mm)
cd (mm)
Sb - Spacing (mm)
Basic Development Length Multiplier
Lower bound Lysb multiplier
K1
K2
K3
K7
Compression Lap Multiplier (Clause 13.2.4)
Tension Lap Multiplier
Results
Tension Lap (mm)
Tension Lap
(Narrow Element)
Compression Lap
Results for f'c =
40
, all diameters
Bar
Diameter
Tension
Lap
Tens. Lap
Narrow
Comp.
Lap
12
578
612
480
16
853
853
640
20
1147
1147
800
24
1427
1427
960
28
1729
1729
1120
32
2055
2055
1280
36
2409
2409
1440
40
2793
2793
1600
Notes
This module adopts the Basic Development length simplified method under clause 13.1.2.2 of AS3600-2018(A1).
"cd" is defined in figure 13.1.2.2 or 13.2.2. In simplest terms, it represents the minimum of clear reinforcement cover, half bar spacing, and distance between rebar layers.
"Sb" is lapped bars spacing within the lap zone. Typically half of your reinforcement spacing. This applies when we have narrow elements like beam webs and columns.
The Basic development length multiplier is defined under clause 13.1.2.2, divided by the bar diameter, to give an idea of how much diameter we multiply for and compare with the old rule of 50 Dia, etc.
The Lower bound development length multiplier is nothing but 0.058f*ys*k1. This is generally the absolute minimum.
"K1" should be 1.3 for horizontal bars with more than 300 mm of concrete underneath; otherwise, take it as 1.
"K2" = (132-dia)/100.
"K3" = 1 - 0.15(cd-dia)/dia, within the limits of 0.7 and 1 (both values included in the limits).
"K7" shall be taken as 1.25; otherwise, see clause 13.2.2 for possible concessions.