CALCULATORS
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QUICKSHEETS
SHEETS
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SECTION
BEAM
BEAM-CHK
SDOF
RING
JOINT
STRESS
WAVE
SIGN CONVENTIONS
CONSISTENT UNITS
DYNAMIC AMPLIFICATION
SDOF FACTORS
IPE
IPN
HE
HL
HD
HP
UPE
UPN
UB
RSJ
UC
UBP
PFC
W
PG
PIPE
Beam Force, Moment and Deflection Calculator
DESCRIPTION
UNITS
Length
m
cm
mm
in
ft
Force
N
kN
MN
lbf
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
b
t
f
t
w
h
b
1
t
f1
b
2
t
f2
t
w
h
b
t
f
t
w
h
b
t
f1
t
w1
t
f2
t
w2
d
t
h
b
d
h
b
t
f
t
w
h
b
t
f1
t
w
t
f2
h
b
t
f
t
w
h
b
t
f
t
w
h
b
t
f
t
w
h
b
t
f
t
w1
t
w2
MATERIAL
E
Enter the
elastic modulus
for the material
ν
Enter the
Poisson's ratio
for the material
(Acceptable values are -1 ≤ ν ≤ 0.5)
-
GEOMETRY
Length
PIN
FIX
FREE
PIN
FIX
FREE
LOADS
PT,1.5,-100 PT,3,-100 DIST,0.5,4.5,100,0
Enter 1 load per line
Syntax for point loads:
PT
, POSITION
*
, MAGNITUDE
*
Syntax for distributed loads:
DIST
, POS
1
*
, POS
2
*
, MAG
1
*
, MAG
2
*
* POSITION: Measured from left
* MAGNITUDE: Positive is upward
