1-. RIGIDECES RELATIVAS EN VIGAS
NIVEL
VIGA 35X65 & (m)
' (m)
L (m)
I (m)
a (m)
& (m)
5to
0.350
0.650
7.000
0.008
3.430
7.000
4to
0.350
0.650
7.000
0.008
3.430
7.000
3ero
0.350
0.650
7.000
0.008
3.430
7.000
2do
0.350
0.650
7.000
0.008
3.430
7.000
1ero
0.350
0.650
7.000
0.008
3.430
7.000
*-. RIGIDECES LATERAL EN COL+MNAS
NIVEL
0+INTO
C+ARTO
TERCERO
SEG+NDO
NIVEL
PRIMERO
,ARRAS
COL+MNAS & (m)
' (m)
L (m)
/
C-1
-
-
-
0.318
2.288
C-2
-
-
-
0.440
4.576
C-3
-
-
-
0.805
2.288
C-4
-
-
-
0.318
7.156
C-1
-
-
-
0.318
2.288
C-2
-
-
-
0.440
4.576
C-3
-
-
-
0.805
2.288
C-4
-
-
-
0.318
7.156
C-1
-
-
-
0.318
2.288
C-2
-
-
-
0.440
4.576
C-3
-
-
-
0.805
2.288
C-4
-
-
-
0.318
7.156
C-1
-
-
-
0.318
2.288
C-2
-
-
-
0.440
4.576
C-3
-
-
-
0.805
2.288
C-4
-
-
-
0.318
7.156
,ARRAS
/
Ʃ
COL+MNAS & (m)
' (m)
L (m)
/
/
C-1
-
-
-
0.585
1.144
C-2
-
-
-
0.598
2.288
C-3
-
-
-
0.598
2.288
C-4
-
-
-
0.585
3.578
P"!
% (m)
L% (m)
4% (m)
I% (m)
/%I%4%
5.00
0.20
7.45
3.00
6.892
2297.187
4.00
0.20
7.45
3.00
6.892
2297.187
Ʃ
3-. RIGIDE LATERAL EN PLACA P2aa
PL-1
3.00
0.20
7.45
3.00
6.892
2297.187
2.000
0.200
7.45
3.000
6.892
2297.187
1.000
0.200
7.45
4.000
6.892
1722.890
3-. CÁLC+LO DE LOS COE7ICIENTES DE ENTREPISO
Xn = 1 + Ʃ Dcn/Kwn + 12EkofƩ Dcn/!wn"n
#ero$ E/ = 2.50
Xn =
1+
0.0004353151 Ʃ Dcn +
0.00805 Ʃ Dcn %&'(nto )(*e
Xn =
1+
0.0004353151 Ʃ Dcn +
0.00805 Ʃ Dcn %C'rto )(*e
Xn =
1+
0.0004353151 Ʃ Dcn +
0.00805 Ʃ Dcn %ercer )(*e
Xn =
1+
0.0004353151 Ʃ Dcn +
0.00805 Ʃ Dcn %e'ndo )(
Xn =
1+
0.0005804201 Ʃ Dcn +
0.00604 Ʃ Dcn %#r(er )(*e
8
9%8
ƩD8
X8
8
,8
A8
5.00
2297.187
2.253
1.019
2.211
2290.554
2303.819
4.00
2297.187
2.253
1.019
2.211
2290.554
2303.819
3.00
2297.187
2.253
1.019
2.211
2290.554
2303.819
2.00
2297.187
2.253
1.019
2.211
2290.554
2303.819
1.00
1722.890
1.728
1.011
1.709
1717.764
1728.016
-. CÁLC+LO DE COE7ICIENTES DE NIVEL n = !n + !n+1 + 6K*n
n = n
8
6/8
A8
a8
&8
#8 (T-m)
5.00
14.60
2303.82
2318.42
2290.55
178.30
4.00
14.60
2303.82
4622.24
2290.55
547.35
3.00
14.60
2303.82
4622.24
2290.55
875.54
2.00
14.60
2303.82
4622.24
2290.55
1109.45
1.00
14.60
1728.02
4046.44
1717.76
1492.93
5
5
0
0
0
5
4
4
0
0
0
4
3
3
0
0
0
3
2
2
0
0
0
2
1
5-. EC+ACI:N DE LOS TRES GIROS
Ø5
178.30
Ø4
547.35
Ø3
=
875.54
Ø2
1109.45
Ø1
1492.93
Ø5
178.30
Ø4
547.35 =
Ø3
875.54
Ø2
1109.45
Ø1
1492.93
Ø5 Ø4
=
Ø3 Ø2 Ø1
6-. CÁLC+LO DE LA CORTANTE 0+E A,SORVE L A PLACA n
n
3%n-1+n,
n
Cn
&wn %n,
5
3.798
22.691
2.211
178.30
51.87
4
3.766
21.987
2.211
369.05
115.69
3
3.563
19.814
2.211
506.49
162.23
2
3.042
15.398
2.211
602.96
195.85
1
2.091
6.272
1.709
889.98
220.93
;-. CÁLC+LO DE LOS DESPLAAMIENTOS RELATIVOS < LA RIGIDE LATERAL DE LA PLACA
Don=12Eko/> 2
ƩDcn
&cn %n,
ret.=&cn/%
5
2898.275
2.25
8.70
0.00
4
2898.275
2.25
9.68
0.00
3
1288.122
2.25
9.83
0.00
2
2898.275
2.25
8.98
0.00
1
1630.280
1.73
4.11
0.00
n
((de :ter E;t
27.73 - 3.00
63.82 n
27.50 - 3.00
46.54 n
26.01 - 3.00
33.63 n
22.21 -
3.00 25.07 n
15.27 -
4.00
51.87 n
0.00
115.69 n 0.00
162.23 n 0.00
195.85 n 0.00
220.93 n
476.66
ANÁLISIS DE LOS PARÁMETROS (VIGAS) Parámer!" #e O$a%a (a&)
(a&)*
E (Tm*)
/! (m3)
/= E9!@1>3(a&)>3(
0.490
0.240
2173706.512
0.001
31741.047
0.490
0.240
2173706.512
0.001
31741.047
0.490
0.240
2173706.512
0.001
31741.047
0.490
0.240
2173706.512
0.001
31741.047
0.490
0.240
2173706.512
0.001
31741.047
ANÁLISIS DE LOS PARÁMETROS (COL+MNAS) Parámer!" #e M! */
9= Ʃ/*/
a 9=(*>9=)
0.636
3.597
0.643
1.0
0.880
5.200
0.722
1.0
1.610
1.421
0.415
1.0
0.636
11.252
0.849
1.0
0.636
3.597
0.643
1.0
0.880
5.200
0.722
1.0
1.610
1.421
0.415
1.0
0.636
11.252
0.849
1.0
0.636
3.597
0.643
1.0
0.880
5.200
0.722
1.0
1.610
1.421
0.415
1.0
0.636
11.252
0.849
1.0
0.636
3.597
0.643
1.0
0.880
5.200
0.722
1.0
1.610
1.421
0.415
1.0
0.636
11.252
0.849
1.0
D" 1*@
Parámer!" #e M! /
9= Ʃ//
a (?.5?>9=)(*>9=)
0.585
1.956
0.621
1.0
0.598
3.826
0.743
1.0
0.598
3.826
0.743
1.0
0.585
6.116
0.815
1.0
D" 1*@
, , , *e, ,
78 (T8)
08 (T8)
'8 (m)
C8 (T-m)
60.570
60.570
3.000
178.300
60.57
64.800
125.370
3.000
369.051
125.37
46.690
172.060
3.000
506.492
172.06
32.770
204.830
3.000
602.957
204.83
20.210
225.040
4.000
889.977
225.04
?( %n,
dn = Cn + Cn+1
Ø5
d5
Ø4
d4 =
Ø3
d3
Ø2
d2
Ø1
d1 -1.00
2318.42
-2290.55
-2290.55
4622.24 -2290.55
0
0
0
0
-2290.55
0
0
4622.24
-2290.55
0
0
0
-2290.55
0
0
0
0.00197
0.00155
0.00117
0.00080
0.00046
0.00155
0.00157
0.00118
0.00081
0.00046
0.00117
0.00118
0.00122
0.00084
0.00048
0.00080
0.00081
0.00084
0.00088
0.00050
0.00046
0.00046
0.00048
0.00050
0.00053
"n %,
&cn %n,
@n(A. %-,
B( %n,
"( %,
3.00
8.70
27.73
51.87
16.00
3.00
9.68
27.50
63.82
13.00
3.00
9.83
26.01
46.54
10.00
3.00
8.98
22.21
33.63
7.00
4.00
4.11
15.27
25.07
4.00
4622.24
-2290.55
-2290.55
4046.44
3.80 3.77 3.56 3.04 2.09
220.93
onƩDcn, %,
t %,
Kw=&wn/ %/,
@D
@D %@<.,
1332
0.00904
38931.40
0.0023
0.007
1483
0.00771
78028.27
0.0026
0.007
3388
0.00622
47877.72
0.0059
0.007
1375
0.00283
142473.58
0.0024
0.007
1460
0.00146
151303.11
0.0019
0.007
D!!@! DE @@E) B:ECE
100.39
27.73
16.00
27.50
13.00
476.66
450.65
10.00
989.35
967.14
7.00
1561.65
1546.38
4.00
0.00 2460.6165990315
16.00
51.87
115.69
162.23
195.85
13.00
10.00
7.00
4.00
0.00 220.93
D!!@! DE BE! C!)E
&)* )B&
6E/!
E@9!'*
//=(6E/!)
13042.239
2.434
13042.239
2.434
13042.239
2.434
13042.239
2.434
13042.239
2.434
D a@(9@D")
0
0.409
0
0.636
0
0.669
0
0.540
0
0.409
0
0.636
0
0.669
0
0.540
0
0.409
0
0.636
0
0.669
0
0.540
0
0.409
0
0.636
0
0.669
0
0.540
E@9!'*
2.253
2.253
2.253
2.253
D a@(9@D")
0
0.363
0
0.444
0
0.444
0
0.477
D (Tm)
D (Tm)
1.728
B( %n,
Coro.
60.57
60.57
64.80
125.37
46.69
172.06
32.77
204.83
20.21
225.04
178.29972
0.00197
0.00155
0.00117
0.00080
547.35100
0.00155
0.00157
0.00118
0.00081
0.00117
0.00118
0.00122
0.00084
1109.44993
0.00080
0.00081
0.00084
0.00088
1492.93491
0.00046
0.00046
0.00048
0.00050
875.54377
0.00046 0.00046 0.00048 0.00050 0.00053
