Rigideces laterales
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DESCRIPTION
Calculo de rigideces laterales mediante el las formulas de Wilbur.
Citation preview
-
DATOSE = 2108198 kg/cm2
6 Niveles
I = 260416 cm4
STO
RY 6
k = 434 cm3
h =
3.00
m
I = 1
0800
00 c
m4
k =
3600
cm
3
I = 1
0800
00 c
m4
I = 260416 cm4
STO
RY 5
k = 434 cm3
h =
3.00
m
I = 1
0800
00 c
m4
k =
3600
cm
3
I = 1
0800
00 c
m4
I = 260416 cm4
STO
RY 4
k = 434 cm3
h =
3.00
m
I = 1
0800
00 c
m4
k =
3600
cm
3
I = 1
0800
00 c
m4
I = 260416 cm4
STO
RY 3
k = 434 cm3
h =
3.00
m
I = 1
0800
00 c
m4
k =
3600
cm
3
I = 1
0800
00 c
m4
I = 260416 cm4
STO
RY 2
k = 434 cm3
h =
3.00
m
I = 1
0800
00 c
m4
k =
3600
cm
3
I = 1
0800
00 c
m4
-
STO
RY 2
h =
3.00
m
I = 1
0800
00 c
m4
k =
3600
cm
3
I = 1
0800
00 c
m4
I = 260416 cm4
STO
RY 1
k = 434 cm3
h =
3.00
m
I = 1
0800
00 c
m4
k =
3600
cm
3
I = 1
0800
00 c
m4
L = 6.00 m
-
DATOSE = 2108198 kg/cm2
6 Niveles
I = 260416 cm4k = 434 cm3
Kc
=108
00 c
m3
Kt =
5208
32 c
m3
SI(F
7=1,
((48*
$T$3
)/(BY
132*
(((4*
BY13
2)/C
F134
)+((B
Y132
+BY1
26)/(
CF1
32+(
CF1
34/1
2))))
))/10
00),S
I(F7=
2,R
EDO
ND
EAR
(((48
*Ec)
/(BY1
32*(
((4*B
Y132
)/CF1
34)+
((BY1
38+B
Y132
)/(C
F138
+(C
F140
/12)
))+((B
Y132
+BY1
26)/(
CF1
32)))
))/10
00,2
),SI(C
U13
2="K
n Su
p",R
EDO
ND
EAR
(((48
*Ec)
/(BY1
32*(
((4*B
Y132
)/CF1
34)+
(((2*
BY13
8)+B
Y132
)/CF1
38)+
((BY1
32+0
)/CF1
38)))
)/100
0,2)
,RED
ON
DEA
R(((
48*E
c)/(B
Y132
*(((4
*BY1
32)/C
F134
)+((B
Y138
+BY1
32)/C
F138
)+((B
Y132
+BY1
26)/C
F138
))))/1
000,
2))))
)
k =
3600
cm
3
I = 1
0800
00 c
m4
k =
3600
cm
3I = 260416 cm4
k = 434 cm3
k =
3600
cm
3
I = 1
0800
00 c
m4
k =
3600
cm
3
I = 260416 cm4k = 434 cm3
k =
3600
cm
3
I = 1
0800
00 c
m4
k =
3600
cm
3
I = 260416 cm4k = 434 cm3
Kc
=108
00 c
m3
Kt =
868
cm3
k =
226
Ton/
cm
k =
3600
cm
3
I = 1
0800
00 c
m4
k =
3600
cm
3
I = 260416 cm4k = 434 cm3
Kc
=108
00 c
m3
Kt =
868
cm3
k =
295
Ton/
cm
k =
3600
cm
3
I = 1
0800
00 c
m4
k =
3600
cm
3
-
k =
3600
cm
3
I = 1
0800
00 c
m4
k =
3600
cm
3
Kc
=108
00 c
m3
Kt =
868
cm3
k =
295
Ton/
cm
I = 260416 cm4k = 434 cm3
Kc
=108
00 c
m3
Kt =
868
cm3
k =
749
Ton/
cm
k =
3600
cm
3
I = 1
0800
00 c
m4
k =
3600
cm
3
L = 6.00 m
-
Hoja1
