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Structural Section Properties Calculator
Beam Force, Moment and Deflection Calculator
Beam Code Check to AISC 360-05 ASD Calculator
Single Degree of Freedom Calculator
Ring Axial, Shear Force and Moment Calculator
Joint Global Forces and Moments Calculator
Von Mises and Principal Stress Calculator
Fatigue Life Calculator
Wave Particle Velocity and Force Calculator
Ingeania Manual
Sign Conventions for Forces and Moments
Consistent Units of Measurement
Dynamic Amplification Factors
Single Degree of Freedom Transformation Factors
European IPE
European IPN
European HE
European HL
European HD
European HP
European UPE
European UPN
British UB
British RSJ
British UC
British UBP
British PFC
American W
Welded Plate Girders
Welded Pipe
About
Contact
Beam Code Check to AISC 360-05-ASD Calculator
DESCRIPTION
SECTION PROFILE
Table
USER DEFINED
AMERICAN W
BRITISH UB
BRITISH UC
EUROPEAN HE
EUROPEAN IPE
WELDED PG
WELDED PIPE
Section
I
BOX
PIPE
RECTANGULAR
CIRCULAR
CHANNEL
ANGLE
TEE
U
ASYM I
ASYM BOX
ASYM CHANNEL
ASYM U
h
m
cm
mm
in
ft
b
m
cm
mm
in
ft
t
f
m
cm
mm
in
ft
t
w
m
cm
mm
in
ft
r
m
cm
mm
in
ft
h
m
cm
mm
in
ft
b
1
m
cm
mm
in
ft
t
f1
m
cm
mm
in
ft
b
2
m
cm
mm
in
ft
t
f2
m
cm
mm
in
ft
t
w
m
cm
mm
in
ft
h
m
cm
mm
in
ft
b
m
cm
mm
in
ft
t
f
m
cm
mm
in
ft
t
w
m
cm
mm
in
ft
h
m
cm
mm
in
ft
b
m
cm
mm
in
ft
t
f1
m
cm
mm
in
ft
t
w1
m
cm
mm
in
ft
t
f2
m
cm
mm
in
ft
t
w2
m
cm
mm
in
ft
d
m
cm
mm
in
ft
t
m
cm
mm
in
ft
h
m
cm
mm
in
ft
b
m
cm
mm
in
ft
d
m
cm
mm
in
ft
h
m
cm
mm
in
ft
b
m
cm
mm
in
ft
t
f
m
cm
mm
in
ft
t
w
m
cm
mm
in
ft
h
m
cm
mm
in
ft
b
m
cm
mm
in
ft
t
f1
m
cm
mm
in
ft
t
w
m
cm
mm
in
ft
t
f2
m
cm
mm
in
ft
h
m
cm
mm
in
ft
b
m
cm
mm
in
ft
t
f
m
cm
mm
in
ft
t
w
m
cm
mm
in
ft
h
m
cm
mm
in
ft
b
m
cm
mm
in
ft
t
f
m
cm
mm
in
ft
t
w
m
cm
mm
in
ft
h
m
cm
mm
in
ft
b
m
cm
mm
in
ft
t
f
m
cm
mm
in
ft
t
w
m
cm
mm
in
ft
h
m
cm
mm
in
ft
b
m
cm
mm
in
ft
t
f
m
cm
mm
in
ft
t
w1
m
cm
mm
in
ft
t
w2
m
cm
mm
in
ft
MATERIAL
E
Elastic modulus
for the material
Pa
kPa
MPa
GPa
psi
psf
ν
Poisson's ratio
for the material
(Acceptable values are -1 ≤ ν ≤ 0.5)
-
σ
y
Yield stress
for the material
Pa
kPa
MPa
GPa
psi
psf
ρ
Density
for the material
kg·m-3
t·m-3
lb·in-3
lb·ft-3
MOMENT MODIFIERS
Torsion
-
Bend
y
-
Bend
z
-
EFFECTIVE LENGTHS
L
Torsion
m
cm
mm
in
ft
L
eff,y
m
cm
mm
in
ft
L
eff,z
m
cm
mm
in
ft
STIFFENER SPACING
Web
Stiffener spacing
for the member
(Leave empty if there are no stiffeners)
m
cm
mm
in
ft
APPLIED FORCES
Axial
Enter the
Axial Force*
for the member
* Tension should be positive
N
kN
MN
lbf
M
y
N·m
kN·m
MN·m
lbf·in
lbf·ft
V
z
N
kN
MN
lbf
M
z
N·m
kN·m
MN·m
lbf·in
lbf·ft
