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AASHTO (9th ed.) Rebar Properties
Select Bar Type:
Main
Tie/Stirrup
Reinforcing:
--select--
#3
#4
#5
#6
#7
#8
#9
#10
#11
@
in
Select Force Applied to Bar:
Tension
Compression
Select Bar Bend:
Straight
90°
180°
Input Concrete Design Strength, f'c:
ksi
Select Concrete Type:
Normal Weight
Lightweight
Input Concrete Density:
pcf
Input Rebar Yield Strength, fy:
ksi
Input Bar Cover:
in
Select Bar Location:
Other
Top
Select Bar Coating:
None
Epoxy
Select Number of Bundled Bars:
None
Two
Three
Four
Select Lap Class:
B
A
Select Confinement Factor:
1
0.8
Select Confinement Factor:
1
0.75
Select Confinement Type:
None
f'c < 3.0 ksi
Ties
Spirals
Input Excess Reinforcement
Area of Steel Required per Design:
in
2
Select Bar Size:
--select--
#3
#4
#5
#6
#7
#8
Select Bar Bend:
--select--
90°
135°
180°