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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
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Welded Plate Girders
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Single Degree of Freedom 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
GEOMETRY
Length
m
cm
mm
in
ft
PIN
FIX
FREE
PIN
FIX
FREE
MASS
M
Enter the
Total Mass
kg
t
lb
ton
Type
DISTRIBUTED
CONCENTRATED
LOAD HISTORY
0,0 0.1,1800000 0.3,-1800000 0.4,0
Enter load time history, 1 point per line.
Syntax:
TIME
*
, MAGNITUDE
*
* TIME: Must be monotonically increasing
[s]
* MAGNITUDE: Positive is upward
Type
UDL
1 POINT
2 POINT
GENERAL
g
Enter the
Gravitational Acceleration
(Value should be negative i.e. downwards, for horizontally spanning elements and 0 for vertically spanning elements e.g. walls)
m·s-2
cm·s-2
mm·s-2
in·s-2
ft·s-2
Damping
Enter the
Damping Ratio
(Acceptable values are 0 ≤ ζ ≤ 1)
-
