Formulario
conversiones
3D
1
pie
=
0
,
3048m
Ley
de
cosenos
Fx
=
Fc0SX
C
=
a
=
+
b7
-
2abcosd
Fy
=
FCOSOY
1
milla
=
5280
pies
F2
=
FCOSO2
1
pulgadais
pie
A
=
B
=
2
F
=
Ex
*
+
Fy2
+
Fz2
Ley
de
senos
J
1
pulgada
=
0
,
025m
senu
sens
sena
xxx
+
xyz
+
x22
=
1
1
Kip
=
1000
Ib
2D
-
>
1
libra
=
4
,
448
N
F
=
Exi
+
Fyj
cos2Ox
+
coshoy
+
105202
=
F
=
Fx7
+
Ez
1
slug
=
14
,
59
Kg
0
=
tan-(F
COSOxCOSOy
=
COSO
resorte
x
=
TN
=
1
(dxi
+
dyj
+
dzk)
Eq
F
=
KS
2D
MN
d
EFX
=
0
s
=
1-10
Mo
=
rxF
=
rFsenO
=
F
-
dperp
-
>
FEFX
EXTEX
FIFEY FFGEO
NOT
E
MB
J
E
↓
d
d
rx
ryrz
*
IF2
=
8
dx
=
Xa
-
X1dy
=
42
-
4edz
=
22
-
21
3D
Fx
Fy
Fz
FX
Fy
Fz
Producto
Cruz
Mol
=
x(rxF)
M
par
=
Fd
Ed
P
.
Q
=
PQCOSO
EMx
=
0
XX
xy
12
MRX-
Ex
dY
=EMX
MGO
COSO
=
PxQ
+
PyQy
+
P202
XF
YF2F
PQ
FX
FY
F2
MRY
-
Fy
.
AX
=
E
MY
[M2
=
0
centroides
Qx
=
y A
PAPDU S-E
Cargas
Pascal
*
=
Sidf
df's
:
A
=
OFL
Distribuidas
Qy
=
A
V
=
OFAF
=
A
Pi
= U
zi
=
09Zi
*
=
Centroide
Wi
=
bpi
U
=
pg
s
E
Saf
Ww
=
XbA
E
=
SIdf
am
V
=
OIFA
FR
=
Fv2
+
Fn2
Sof
↓
MR
=
EM
dt
momento
de
inercia
Ejes
Paralelos
Producto
inercia
S
=
ro
Ix
=
Sy2dA
#X
=
IX
Ix
=
Ix'
+
Ady
?
(xy
=
SXYdA
d1
=
1
+
Iy
=
SX2dA
A
Ixy
=
Ix'y
JoradAIXIg
O
IIY
=
Ey'
+
AdXP
+
Adxdy
Ejes
inclinados
↓
IU
=
IXIY
+
IX-IY
COS20-IXYSen2O
FUV
=
FX
IY
Sen2O
+
Ix
Costo
2
IV
=
IXTIY-IXIY
COS2O TIXYSENZO
TOFIGIVEIXTIG
