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Carga Gravitacional o Vertical Carga Sismica u Horizontal
120005500
15000 10500 150005 513150 14150 5100 5100
Mu= Vu . X + Mux - (qo/2). X ^2 Shx= Vu . X - Mux
Vu= 13150 Vu= 5100Mux= 12000 Mux= -10500qo/2 = -2750
FactoresU=1,2Cp + 1,6Cv ץ 0.5U(cv)= 4.96 Sv / Cp= 0.18U(cp)= 1.55714286 Cp / Cv = 2.8
B.- Mu= 1,2 Cp + 1,6 CvVu= 13150Mux= 12000qo/2 = -2750
A.- Mu= 1,4 Cp
Factor Cv 6.944
Vu= 18410.00Mux= 16800.00qo/2 = -3850.00
Factor Cv 7.3448 Factor Cv
Vu= 24572.6048 Vu= 14372.60484Mux= 7269.67742 Mux= 28269.67742qo/2 = -4072.21774 qo/2 = -4072.217742
Factor Cv 5.5592 Factor Cv
Vu= 19838.6048 Vu= 9638.604839Mux= 2949.67742 Mux= 23949.67742qo/2 = -3082.21774 qo/2 = -3082.217742
E.- Mu= 0,9 Cp +Sv + Shx E.- Mu= 0,9 Cp +Sv - Shx
U(1.4cp)=
C.- Mu= 1,2 Cp + ץ Cv+ Sv + Shx C.- Mu= 1,2 Cp + ץ Cv + Sv - Shx
U( 1,2 Cp + ץ Cv+ Sv)= U( 1,2 Cp + ץ Cv+ Sv)=
D.- Mu= 1,2 Cp + ץ Cv - Sv + Shx D.- Mu= 1,2 Cp + ץ Cv - Sv - Shx
U( 1,2 Cp + ץ Cv- Sv)= U( 1,2 Cp + ץ Cv - Sv)=
Factor Cv 5.3568 Factor Cv
Vu= 19302.00 Vu= 9102.00Mux= 2460.00 Mux= 23460.00qo/2 = -2970.00 qo/2 = -2970.00
Factor Cv 3.5712 Factor Cv
Vu= 14568.00 Vu= 4368.00Mux= -10515.58 Mux= 19140.00qo/2 = -1980.00 qo/2 = -1980.00
tramo 1 techo
Carga Gravitacional o Vertical Carga Sismica u Horizontal
145665643.36
14566 -4800 -65006.3 6.313054 38333 -1602 -1733
Mu= Vu . X + Mux - (qo/2). X ^2 Shx= Vu . X - Mux
Vu= 13054 Vu= -1602Mux= 14566 Mux= 4800qo/2 = -2821.68
U(0,9 Cp + Sv)= U(0,9 Cp + Sv)=
F.- Mu= 1,2 Cp + ץ Cv+ Sv + Shx F.- Mu= 1,2 Cp + ץ Cv+ Sv + Shx
U( 1,2 Cp + ץ Cv+ Sv)= U( 1,2 Cp + ץ Cv+ Sv)=
FactoresU=1,2Cp + 1,6Cv ץ 0.5U(cv)= 5.608 Sv / Cp= 0.18U(cp)= 1.4994012 Cp / Cv = 3.34
B.- Mu= 1,2 Cp + 1,6 CvVu= 13054Mux= 14566qo/2 = -2821.68
A.- Mu= 1,4 Cp
Factor Cv 7.8512
Vu= 18275.60Mux= 20392.40qo/2 = -3950.35
Factor Cv 8.23904 Factor Cv
Vu= 17576.393 Vu= 20780.39304Mux= 26199.7605 Mux= 16599.76046qo/2 = -4145.49472 qo/2 = -4145.49472
Factor Cv 6.22016 Factor Cv
Vu= 12876.953 Vu= 16080.95304Mux= 20956.0005 Mux= 11356.00046qo/2 = -3129.68992 qo/2 = -3129.68992
E.- Mu= 0,9 Cp +Sv + Shx E.- Mu= 0,9 Cp +Sv - Shx
Factor Cv 6.05664 Factor Cv
Vu= 12496.32 Vu= 15700.32Mux= 20531.28 Mux= 10931.28qo/2 = -3047.41 qo/2 = -3047.41
Factor Cv 4.03776 Factor Cv
U(1.4cp)=
C.- Mu= 1,2 Cp + ץ Cv+ Sv + Shx C.- Mu= 1,2 Cp + ץ Cv + Sv - Shx
U( 1,2 Cp + ץ Cv+ Sv)= U( 1,2 Cp + ץ Cv+ Sv)=
D.- Mu= 1,2 Cp + ץ Cv - Sv + Shx D.- Mu= 1,2 Cp + ץ Cv - Sv - Shx
U( 1,2 Cp + ץ Cv- Sv)= U( 1,2 Cp + ץ Cv - Sv)=
U(0,9 Cp + Sv)= U(0,9 Cp + Sv)=
F.- Mu= 1,2 Cp + ץ Cv+ Sv + Shx F.- Mu= 1,2 Cp + ץ Cv+ Sv + Shx
U( 1,2 Cp + ץ Cv+ Sv)= U( 1,2 Cp + ץ Cv+ Sv)=
Vu= 7796.88 Vu= 11000.88Mux= 4779.16 Mux= 5687.52qo/2 = -2031.61 qo/2 = -2031.61
tramo 2 techo
Carga Gravitacional o Vertical Carga Sismica u Horizontal
445.431166.2
1502.72 -4332.76 -3559.043.1 3.11466.5 2148.67 -1233.09 -1233.09
Mu= Vu . X + Mux - (qo/2). X ^2 Shx= Vu . X - Mux
Vu= 1466.5 Vu= -1233.09Mux= 445.43 Mux= 4332.76qo/2 = -583.1
U=1,2Cp + 1,6Cv
Factores ץ 0.5U(cv)= 4.07058824 Sv / Cp= 0.18U(cp)= 1.68571429 Cp / Cv = 2.05882353
B.- Mu= 1,2 Cp + 1,6 CvVu= 1466.5Mux= 445.43qo/2 = -583.1
A.- Mu= 1,4 Cp
Factor Cv 5.69882353
Vu= 2053.10Mux= 623.60qo/2 = -816.34
Factor Cv 6.11741176 Factor Cv
Vu= 970.813671 Vu= 3436.993671Mux= 5002.16662 Mux= -3663.353377qo/2 = -876.301555 qo/2 = -876.3015549
Factor Cv 4.652 Factor Cv
Vu= 442.873671 Vu= 2909.053671Mux= 4841.81182 Mux= -3823.708177qo/2 = -666.385555 qo/2 = -666.3855549
E.- Mu= 0,9 Cp +Sv + Shx E.- Mu= 0,9 Cp +Sv - Shx
Factor Cv 4.39623529 Factor Cv
Vu= 350.73 Vu= 2816.91Mux= 4813.82 Mux= -3851.70qo/2 = -629.75 qo/2 = -629.75
U(1.4cp)=
C.- Mu= 1,2 Cp + ץ Cv+ Sv + Shx C.- Mu= 1,2 Cp + ץ Cv + Sv - Shx
U( 1,2 Cp + ץ Cv+ Sv)= U( 1,2 Cp + ץ Cv+ Sv)=
D.- Mu= 1,2 Cp + ץ Cv - Sv + Shx D.- Mu= 1,2 Cp + ץ Cv - Sv - Shx
U( 1,2 Cp + ץ Cv- Sv)= U( 1,2 Cp + ץ Cv - Sv)=
U(0,9 Cp + Sv)= U(0,9 Cp + Sv)=
Factor Cv 2.93082353 Factor Cv
Vu= -177.21 Vu= 2288.97Mux= 4330.52 Mux= -4012.05qo/2 = -419.83 qo/2 = -419.83
tramo 1 1er piso
F.- Mu= 1,2 Cp + ץ Cv+ Sv + Shx F.- Mu= 1,2 Cp + ץ Cv+ Sv + Shx
U( 1,2 Cp + ץ Cv+ Sv)= U( 1,2 Cp + ץ Cv+ Sv)=
Carga Gravitacional o Vertical Carga Sismica u Horizontal
15393.7 561.95 15393.7 -4800 -65006.4 6.4
3420.76 18186.38 -1602 -1733
Mu= Vu . X + Mux - (qo/2). X ^2 Shx= Vu . X - Mux
Vu= 3420.76 Vu= -1602Mux= 15393.7 Mux= 4800qo/2 = -280.975
FactoresU=1,2Cp + 1,6Cv ץ 0.5U(cv)= 5.608 Sv / Cp= 0.18U(cp)= 1.4994012 Cp / Cv = 3.34
B.- Mu= 1,2 Cp + 1,6 CvVu= 3420.76Mux= 15393.7qo/2 = -280.975
A.- Mu= 1,4 Cp
Factor Cv 7.8512
Vu= 4789.06Mux= 21551.18qo/2 = -393.37
Factor Cv 8.23904 Factor Cv
Vu= 3423.6381 Vu= 6627.638101Mux= 27415.7828 Mux= 17815.78282qo/2 = -412.796766 qo/2 = -412.796766
Factor Cv 6.22016 Factor Cv
Vu= 2192.1645 Vu= 5396.164501Mux= 21874.0508 Mux= 12274.05082qo/2 = -311.645766 qo/2 = -311.645766
E.- Mu= 0,9 Cp +Sv + Shx E.- Mu= 0,9 Cp +Sv - Shx
U(1.4cp)=
C.- Mu= 1,2 Cp + ץ Cv+ Sv + Shx C.- Mu= 1,2 Cp + ץ Cv + Sv - Shx
U( 1,2 Cp + ץ Cv+ Sv)= U( 1,2 Cp + ץ Cv+ Sv)=
D.- Mu= 1,2 Cp + ץ Cv - Sv + Shx D.- Mu= 1,2 Cp + ץ Cv - Sv - Shx
U( 1,2 Cp + ץ Cv- Sv)= U( 1,2 Cp + ץ Cv - Sv)=
Factor Cv 6.05664 Factor Cv
Vu= 2092.42 Vu= 5296.42Mux= 21425.20 Mux= 11825.20qo/2 = -303.45 qo/2 = -303.45
Factor Cv 4.03776 Factor Cv
Vu= 860.95 Vu= 4064.95Mux= 4578.78 Mux= 6283.46qo/2 = -202.30 qo/2 = -202.30
U(0,9 Cp + Sv)= U(0,9 Cp + Sv)=
F.- Mu= 1,2 Cp + ץ Cv+ Sv + Shx F.- Mu= 1,2 Cp + ץ Cv+ Sv + Shx
U( 1,2 Cp + ץ Cv+ Sv)= U( 1,2 Cp + ץ Cv+ Sv)=
tramo 2 1er piso
Carga Gravitacional o Vertical Carga Sismica u Horizontal
19800 6600 13128 -4800 -65006 6
18186.38 21533.15 -1602 -1733
Mu= Vu . X + Mux - (qo/2). X ^2 Shx= Vu . X - Mux
Vu= 18186.38 Vu= -1602Mux= 19800 Mux= 4800qo/2 = -3300
FactoresU=1,2Cp + 1,6Cv ץ 0.5U(cv)= 5.608 Sv / Cp= 0.18U(cp)= 1.4994012 Cp / Cv = 3.34
B.- Mu= 1,2 Cp + 1,6 CvVu= 18186.38Mux= 19800qo/2 = -3300
A.- Mu= 1,4 Cp
Factor Cv 7.8512
Vu= 25460.93Mux= 27720.00qo/2 = -4620.00
Factor Cv 8.23904 Factor Cv
Vu= 25116.6719 Vu= 28320.67195Mux= 33889.3352 Mux= 24289.33524qo/2 = -4848.22254 qo/2 = -4848.222539
Factor Cv 6.22016 Factor Cv
U(1.4cp)=
C.- Mu= 1,2 Cp + ץ Cv+ Sv + Shx C.- Mu= 1,2 Cp + ץ Cv + Sv - Shx
U( 1,2 Cp + ץ Cv+ Sv)= U( 1,2 Cp + ץ Cv+ Sv)=
D.- Mu= 1,2 Cp + ץ Cv - Sv + Shx D.- Mu= 1,2 Cp + ץ Cv - Sv - Shx
U( 1,2 Cp + ץ Cv- Sv)= U( 1,2 Cp + ץ Cv - Sv)=
Vu= 18569.5751 Vu= 21773.57515Mux= 26761.3352 Mux= 17161.33524qo/2 = -3660.22254 qo/2 = -3660.222539
E.- Mu= 0,9 Cp +Sv + Shx E.- Mu= 0,9 Cp +Sv - Shx
Factor Cv 6.05664 Factor Cv
Vu= 18039.29 Vu= 21243.29Mux= 26184.00 Mux= 16584.00qo/2 = -3564.00 qo/2 = -3564.00
Factor Cv 4.03776 Factor Cv
Vu= 11492.19 Vu= 14696.19Mux= 4775.77 Mux= 9456.00qo/2 = -2376.00 qo/2 = -2376.00
U(0,9 Cp + Sv)= U(0,9 Cp + Sv)=
F.- Mu= 1,2 Cp + ץ Cv+ Sv + Shx F.- Mu= 1,2 Cp + ץ Cv+ Sv + Shx
U( 1,2 Cp + ץ Cv+ Sv)= U( 1,2 Cp + ץ Cv+ Sv)=
Momentosx 0 0.5 1 1.5A 16800 25042.5 31360 35752.5B 12000 17887.5 22400 25537.5
C1 7269.677419 18537.925403 27770.06452 34966.09476C2 28269.67742 34437.925403 38570.06452 40666.09476D1 2949.677419 12098.425403 19706.06452 25772.59476D2 23949.67742 27998.425403 30506.06452 31472.59476E1 2460 11368.5 18792 24730.5E2 23460 27268.5 29592 30430.5F1 -10515.5834 -3726.5834182 2072.416582 6881.416582F2 19140 20829 21528 21237
minimo -10515.5834 -3726.5834182 2072.416582 6881.416582maximo 28269.67742 34437.925403 38570.06452 40666.09476
7.3448
5.5592
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5
-20000
-10000
0
10000
20000
30000
40000
50000
Momentos
Row 13
Row 14
Row 15
Row 16
Row 17
Row 18
Row 19
Row 20
Row 21
Row 22
5.3568
Datos de seccion
b 30 Re 6h 65 d 59
3.5712momento resistente
c(3/8) 22.125a 18.80625
M- -10515.5834 -3726.5834182 No Existe No ExisteSimple/Doble Simple Simple Doble DobleM+ 28269.67742 34437.925403 38570.06452 40666.09476Simple/Doble Simple Simple Simple Simple
ACEROS (Simplemente Reforzada)x 0 0.5 1 1.5M- -10515.5834 -3726.5834182 2072.416582 6881.416582M+ 28269.67742 34437.925403 38570.06452 40666.09476a 3.821924829 1.3254587937 -0.724383618 -2.372370536As- 4.87 1.69 -0.92 -3.02a 10.95987865 13.702309561 15.63637994 16.65119108As+ 13.97 17.47 19.94 21.23
tramo 1 techo
Momentosx 0 0.5 1 1.5
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5
-20000
-10000
0
10000
20000
30000
40000
50000
Momentos
Row 13
Row 14
Row 15
Row 16
Row 17
Row 18
Row 19
Row 20
Row 21
Row 22
A 20392.4 28542.612 34717.648 38917.508B 14566 20387.58 24798.32 27798.22
C1 26199.76046 33951.583296 39630.65878 43236.9869C2 16599.76046 25953.583296 33234.65878 38442.9869D1 20956.00046 26612.054496 30703.26358 33229.6277D2 11356.00046 18614.054496 24307.26358 28435.6277E1 20531.28 26017.5864 29980.1856 32419.0776E2 10931.28 18019.5864 23584.1856 27625.0776F1 4779.156385 8169.6939848 10544.42678 11903.35478F2 5687.52 10680.0576 14656.7904 17617.7184
minimo 4779.156385 8169.6939848 10544.42678 11903.35478maximo 26199.76046 33951.583296 39630.65878 43236.9869
8.23904
6.22016
6.05664
Datos de seccion
b 30 Re 6h 45 d 39
4.03776
-0.5 0.5 1.5 2.5 3.5 4.5 5.5 6.5
-40000
-30000
-20000
-10000
0
10000
20000
30000
40000
50000
Momentos
Row 109
Row 110
Row 111
Row 112
Row 113
Row 114
Row 115
Row 116
Row 117
Row 118
momento resistente
c(3/8) 14.625a 12.43125
M- No Existe No Existe No Existe No ExisteSimple/Doble #VALUE! #VALUE! Doble #VALUE!M+ 26199.76046 33951.583296 39630.65878 43236.9869Simple/Doble Doble Doble Doble Doble
ACEROS (Simplemente Reforzada)x 0.000 0.500 1.000 1.500M- 4779.156 8169.694 10544.427 11903.355M+ 26199.760 33951.583 39630.659 43236.987a -2.465 -4.128 -5.256 -5.888As- -3.143 -5.263 -6.701 -7.508a 18.173 28.414 #NUM! #NUM!As+ 23.171 36.228 #NUM! #NUM!
ACEROS (Doble Reforzada)x 0 0.5 1 1.5M- -4779.156 -8169.694 -10544.427 -11903.355M+ 26199.760 33951.583 39630.659 43236.987A's- -0.221 -0.252 -0.274 -0.286As- 15.654 15.627 15.608 15.850A's+ 0.059 0.130 0.181 0.214As+ 15.902 15.965 16.010 16.039
tramo 2 techo
Cp 350Cv 170
Momentosx 0 0.5 1 1.5A 623.602 1446.067 1860.362 1866.487B 445.43 1032.905 1328.83 1333.205
C1 5002.166623 5268.4980691 5096.678738 4486.70863C2 -3663.35338 -2163.9319309 -1102.661262 -479.5413702D1 4841.811823 4896.6522691 4618.299938 4006.75483D2 -3823.70818 -2535.7777309 -1581.040062 -959.4951702E1 4813.8244 4831.7524 4534.8064 3922.9864E2 -3851.6956 -2600.6776 -1664.5336 -1043.2636F1 4330.521144 4136.9581444 3733.479144 3120.084144F2 -4012.0504 -2972.5234 -2142.9124 -1523.2174
minimo -4012.0504 -2972.5234 -2142.9124 -1523.2174maximo 5002.166623 5268.4980691 5096.678738 4486.70863
6.11741176
4.652
4.39623529
0 1 2 3 4 5 6
-25000
-20000
-15000
-10000
-5000
0
5000
10000
Momentos
Row 223
Row 224
Row 225
Row 226
Row 227
Row 228
Row 229
Row 230
Row 231
Row 232
Datos de seccion
b 30 Re 6h 45 d 39
2.93082353momento resistente
c(3/8) 14.625a 12.43125
M- -4012.0504 -2972.5234 -2142.9124 -1523.2174Simple/Doble Simple Simple Simple SimpleM+ 5002.166623 5268.4980691 5096.678738 4486.70863Simple/Doble Simple Simple Simple Simple
ACEROS (Simplemente Reforzada)x 0 0.5 1 1.5M- -4012.05 -2972.52 -2142.91 -1523.22M+ 5002.17 5268.50 5096.68 4486.71a 2.20 1.61 1.16 0.82As- 2.80 2.06 1.48 1.04a 2.76 2.91 2.81 2.46As+ 3.52 3.71 3.59 3.14
ACEROS (Doble Reforzada)x 0 0.5 1 1.5M- 4012.050 2972.523 2142.912 1523.217M+ 5002.167 5268.498 5096.679 4486.709A's- -0.142 -0.151 -0.159 -0.164As- 15.725 15.716 15.710 15.850A's+ -0.133 -0.130 -0.132 -0.137As+ 15.732 15.735 15.733 15.728
tramo 1 1er piso
Momentosx 0 0.5 1 1.5A 21551.18 23847.37075 25946.879 27849.70475B 15393.7 17033.83625 18533.485 19892.64625
C1 27415.78282 29024.402678 30426.62415 31622.44725C2 17815.78282 21026.402678 24030.62415 26828.44725D1 21874.05082 22892.221628 23754.56955 24461.0946D2 12274.05082 14894.221628 17358.56955 19667.0946E1 21425.196 22395.54315 23214.1638 23881.05795E2 11825.196 14397.54315 16818.1638 19087.05795F1 4578.784354 4958.6824541 5237.429554 5415.025654F2 6283.464 8265.3621 10146.1092 11925.7053
minimo 4578.784354 4958.6824541 5237.429554 5415.025654maximo 27415.78282 29024.402678 30426.62415 31622.44725
8.23904
6.22016
-0.5 0.5 1.5 2.5 3.5 4.5 5.5 6.5
-40000-30000-20000-10000
01000020000300004000050000
MomentosRow 109
Row 110
Row 111
Row 112
Row 113
Row 114
Row 115
Row 116
Row 117
Row 118
6.05664
Datos de seccion
b 30 Re 6h 45 d 39
4.03776momento resistente
c(3/8) 14.625a 12.43125
M- No Existe No Existe No Existe No ExisteSimple/Doble #VALUE! #VALUE! Doble #VALUE!M+ 27415.78282 29024.402678 30426.62415 31622.44725Simple/Doble Doble Doble Doble Doble
ACEROS (Simplemente Reforzada)x 0.000 0.500 1.000 1.500M- 4578.784 4958.682 5237.430 5415.026M+ 27415.783 29024.403 30426.624 31622.447a -2.364 -2.555 -2.693 -2.782As- -3.015 -3.257 -3.434 -3.547a 19.422 21.209 22.927 24.553As+ 24.763 27.041 29.232 31.305
ACEROS (Doble Reforzada)x 0 0.5 1 1.5M- -4578.784 -4958.682 -5237.430 -5415.026M+ 27415.783 29024.403 30426.624 31622.447A's- -0.219 -0.223 -0.225 -0.227As- 15.656 15.653 15.650 15.850A's+ 0.070 0.085 0.098 0.109As+ 15.912 15.925 15.936 15.946
-0.5 0.5 1.5 2.5 3.5 4.5 5.5 6.5
-40000-30000-20000-10000
01000020000300004000050000
MomentosRow 109
Row 110
Row 111
Row 112
Row 113
Row 114
Row 115
Row 116
Row 117
Row 118
tramo 2 1er piso
Momentosx 0 0.5 1 1.5A 27720 39295.466 48560.932 55516.398B 19800 28068.19 34686.38 39654.57
C1 33889.33524 45235.615574 54157.78464 60655.84244C2 24289.33524 37237.615574 47761.78464 55861.84244D1 26761.33524 35131.067174 41670.68784 46380.19724D2 17161.33524 27133.067174 35274.68784 41586.19724E1 26184 34312.6452 40659.2904 45223.9356E2 16584 26314.6452 34263.2904 40429.9356F1 4775.77344 9927.87024 13891.96704 16668.06384F2 9456 16210.0968 21776.1936 26154.2904
minimo 4775.77344 9927.87024 13891.96704 16668.06384maximo 33889.33524 45235.615574 54157.78464 60655.84244
8.23904
6.220160 1 2 3 4 5 6
-25000
-20000
-15000
-10000
-5000
0
5000
10000
Momentos
Row 223
Row 224
Row 225
Row 226
Row 227
Row 228
Row 229
Row 230
Row 231
Row 232
6.05664
Datos de seccion
b 30 Re 6h 45 d 39
4.03776momento resistente
c(3/8) 14.625a 12.43125
M- No Existe No Existe No Existe No ExisteSimple/Doble #VALUE! #VALUE! Doble #VALUE!M+ 33889.33524 45235.615574 54157.78464 60655.84244Simple/Doble Doble Doble Doble Doble
ACEROS (Simplemente Reforzada)x 0 0.5 1 1.5M- 4775.77 9927.87 13891.97 16668.06M+ 33889.34 45235.62 54157.78 60655.84a -2.46 -4.97 -6.80 -8.04As- -3.14 -6.33 -8.67 -10.25a 28.29 #NUM! #NUM! #NUM!As+ 36.07 #NUM! #NUM! #NUM!
ACEROS (Doble Reforzada)x 0 0.5 1 1.5M- -4775.773 -9927.870 -13891.967 -16668.064M+ 33889.335 45235.616 54157.785 60655.842A's- -0.221 -0.268 -0.304 -0.329As- 15.654 15.613 15.581 15.850A's+ 0.129 0.232 0.313 0.372As+ 15.964 16.055 16.127 16.179
0 1 2 3 4 5 6
-25000
-20000
-15000
-10000
-5000
0
5000
10000
Momentos
Row 223
Row 224
Row 225
Row 226
Row 227
Row 228
Row 229
Row 230
Row 231
Row 232
Momentos2 2.5 3 3.5 4 4.5 5
38220 38762.5 37380 34072.5 28840 21682.5 1260027300 27687.5 26700 24337.5 20600 15487.5 9000
40126.01613 43249.82863 44337.53226 43389.12702 40404.6129 35383.98992 28327.2580640726.01613 38749.82863 34737.53226 28689.12702 20604.6129 10483.98992 -1672.74193530298.01613 33282.32863 34725.53226 34627.62702 32988.6129 29808.48992 25087.2580630898.01613 28782.32863 25125.53226 19927.62702 13188.6129 4908.489919 -4912.741935
29184 32152.5 33636 33634.5 32148 29176.5 2472029784 27652.5 24036 18934.5 12348 4276.5 -5280
10700.41658 13529.41658 15368.41658 16217.41658 16076.41658 14945.41658 12824.4165819956 17685 14424 10173 4932 -1299 -8520
10700.41658 13529.41658 14424 10173 4932 -1299 -852040726.01613 43249.82863 44337.53226 43389.12702 40404.6129 35383.98992 28327.25806
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5
-20000
-10000
0
10000
20000
30000
40000
50000
Momentos
Row 13
Row 14
Row 15
Row 16
Row 17
Row 18
Row 19
Row 20
Row 21
Row 22
Datos de seccion
F`c 210 B1 0.85Fy 4200 θ 0.9
momento resistente
Muo 44952.98165
No Existe No Existe No Existe No Existe No Existe -1299 -8520Doble Doble Doble Doble Doble Simple Simple40726.01613 43249.82863 44337.53226 43389.12702 40404.6129 35383.98992 28327.25806
Simple Simple Simple Simple Simple Simple Simple
ACEROS (Simplemente Reforzada)2 2.5 3 3.5 4 4.5 5
10700.41658 13529.41658 14424 10173 4932 -1299 -852040726.01613 43249.82863 44337.53226 43389.12702 40404.6129 35383.98992 28327.25806
-3.650221894 -4.58025883 -4.87153595 -61.63066277 -1.70972057 0.458616672 3.0765387-4.65 -5.84 -6.21 -78.58 -2.18 0.58 3.92
16.68056032 17.93662505 18.48996682 18.00707256 16.52326874 14.13775994 10.9847549821.27 22.87 23.57 22.96 21.07 18.03 14.01
tramo 1 techo
Momentos2 2.5 3 3.5 4 4.5 5
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5
-20000
-10000
0
10000
20000
30000
40000
50000
Momentos
Row 13
Row 14
Row 15
Row 16
Row 17
Row 18
Row 19
Row 20
Row 21
Row 22
41142.192 41391.7 39666.032 35965.188 30289.168 22637.972 13011.629387.28 29565.5 28332.88 25689.42 21635.12 16169.98 9294
44770.56766 44231.40106 41619.4871 36934.82578 30177.4171 21347.26106 10444.3576641578.56766 42641.40106 41631.4871 38548.82578 33393.4171 26165.26106 16864.3576634191.14686 33587.82106 31419.6503 27686.63458 22388.7739 15526.06826 7098.5176630999.14686 31997.82106 31431.6503 29300.63458 25604.7739 20344.06826 13518.51766
33334.2624 32725.74 30593.5104 26937.5736 21757.9296 15054.5784 6827.5230142.2624 31135.74 30605.5104 28551.5736 24973.9296 19872.5784 13247.52
12246.47798 11573.79638 9885.309985 7181.018785 3460.922785 -1274.97802 -7026.68361519562.8416 20492.16 20405.6736 19303.3824 17185.2864 14051.3856 9901.68
12246.47798 11573.79638 9885.309985 7181.018785 3460.922785 -1274.97802 -7026.68361544770.56766 44231.40106 41631.4871 38548.82578 33393.4171 26165.26106 16864.35766
Datos de seccion
F`c 210 B1 0.85Fy 4200 θ 0.9
-0.5 0.5 1.5 2.5 3.5 4.5 5.5 6.5
-40000
-30000
-20000
-10000
0
10000
20000
30000
40000
50000
Momentos
Row 109
Row 110
Row 111
Row 112
Row 113
Row 114
Row 115
Row 116
Row 117
Row 118
momento resistente
Muo 19641.90896
No Existe No Existe No Existe No Existe No Existe -1274.97802 -7026.683615#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Simple Simple
44770.56766 44231.40106 41631.4871 38548.82578 33393.4171 26165.26106 16864.35766Doble Doble Doble Doble Doble Doble Simple
ACEROS (Simplemente Reforzada)2.000 2.500 3.000 3.500 4.000 4.500 5.000
12246.478 11573.796 9885.310 7181.019 3460.923 -1274.978 -7026.68444770.568 44231.401 41631.487 38548.826 33393.417 26165.261 16864.358
-6.047 -5.736 -4.946 -43.597 -1.800 0.684 3.937-7.710 -7.313 -6.306 -55.587 -2.295 0.873 5.020#NUM! #NUM! #NUM! #NUM! 27.371 18.139 10.344#NUM! #NUM! #NUM! #NUM! 34.898 23.127 13.189
ACEROS (Doble Reforzada)2 2.5 3 3.5 4 4.5 5
-12246.478 -11573.796 -9885.310 -7181.019 -3460.923 1274.978 7026.68444770.568 44231.401 41631.487 38548.826 33393.417 26165.261 16864.358
-0.289 -0.283 -0.268 -0.243 -0.209 -0.166 -0.11415.594 15.600 15.613 15.635 15.850 15.703 15.749
0.228 0.223 0.199 0.171 0.125 0.059 -0.02516.051 16.047 16.026 16.001 15.960 15.902 15.828
tramo 2 techo
Momentos2 2.5 3 3.5 4 4.5 5
1464.442 654.227 -564.158 -2190.713 -4225.438 -6668.333 -9519.3981046.03 467.305 -402.97 -1564.795 -3018.17 -4763.095 -6799.57
3438.587744 1952.316081 27.89363988 -2334.679578 -5135.40357 -8374.27835 -12051.3039-294.5722561 -547.7539194 -1239.08636 -2368.569578 -3936.20357 -5941.98835 -8385.9238983062.016944 1784.086281 172.9628399 -1771.353378 -4048.86237 -6659.56415 -9603.458698
-671.1430561 -715.9837194 -1094.01716 -1805.243378 -2849.66237 -4227.27415 -5938.0786982996.2924 1754.7244 198.2824 -1673.0336 -3859.2236 -6360.2876 -9176.2256-736.8676 -745.3456 -1068.6976 -1706.9236 -2660.0236 -3927.9976 -5510.8456
2296.773144 1263.546144 20.40314436 -1432.655856 -3095.63086 -4968.52186 -7051.328856-1113.4384 -913.5754 -923.6284 -1143.5974 -1573.4824 -2213.2834 -3063.0004-1113.4384 -913.5754 -1239.08636 -2368.569578 -5135.40357 -8374.27835 -12051.3039
3438.587744 1952.316081 198.2824 -1143.5974 -1573.4824 -2213.2834 -3063.0004
0 1 2 3 4 5 6
-25000
-20000
-15000
-10000
-5000
0
5000
10000
Momentos
Row 223
Row 224
Row 225
Row 226
Row 227
Row 228
Row 229
Row 230
Row 231
Row 232
Datos de seccion
F`c 210 B1 0.85Fy 4200 θ 0.9
momento resistente
Muo 19641.90896
-1113.4384 -913.5754 -1239.08636 -2368.569578 -5135.40357 -8374.27835 -12051.3039Simple Simple Simple Simple Simple Simple Simple3438.587744 1952.316081 198.2824 No existe No existe No existe No existe
Simple Simple Simple Doble Doble Doble Doble
ACEROS (Simplemente Reforzada)2 2.5 3 3.5 4 4.5 5
-1113.44 -913.58 -1239.09 -2368.57 -5135.40 -8374.28 -12051.303438.59 1952.32 198.28 -1143.60 -1573.48 -2213.28 -3063.00
0.60 0.49 0.66 14.48 2.84 4.74 7.050.76 0.62 0.85 18.46 3.61 6.05 8.991.87 1.05 0.11 -0.60 -0.83 -1.16 -1.602.39 1.34 0.13 -0.77 -1.06 -1.48 -2.04
ACEROS (Doble Reforzada)2 2.5 3 3.5 4 4.5 5
1113.438 913.575 1239.086 2368.570 5135.404 8374.278 12051.3043438.588 1952.316 198.282 -1143.597 -1573.482 -2213.283 -3063.000
-0.168 -0.170 -0.167 -0.157 -0.131 -0.102 -0.06915.701 15.700 15.702 15.711 15.850 15.760 15.789-0.147 -0.160 -0.176 -0.188 -0.192 -0.198 -0.20615.720 15.708 15.694 15.683 15.680 15.675 15.668
tramo 1 1er piso
Momentos2 2.5 3 3.5 4 4.5 5
29555.848 31065.30875 32378.087 33494.18275 34413.596 35136.32675 35662.37521111.32 22189.50625 23127.205 23924.41625 24581.14 25097.37625 25473.125
32611.87196 33394.89828 33971.52623 34341.75579 34505.58697 34463.01976 34214.0541729419.87196 31804.89828 33983.52623 35955.75579 37721.58697 39281.01976 40634.0541725011.79676 25406.67603 25645.73243 25728.96594 25656.37657 25427.96431 25043.7291721819.79676 23816.67603 25657.73243 27342.96594 28872.37657 30245.96431 31463.72917
24396.2256 24759.66675 24971.3814 25031.36955 24939.6312 24696.16635 24300.97521204.2256 23169.66675 24983.3814 26645.36955 28155.6312 29514.16635 30720.975
5491.470754 5466.764854 5340.907954 5113.900054 4785.741154 4356.431254 3825.97035413604.1504 15181.4445 16657.5876 18032.5797 19306.4208 20479.1109 21550.65
5491.470754 5466.764854 5340.907954 5113.900054 4785.741154 4356.431254 3825.97035432611.87196 33394.89828 33983.52623 35955.75579 37721.58697 39281.01976 40634.05417
-0.5 0.5 1.5 2.5 3.5 4.5 5.5 6.5
-40000-30000-20000-10000
01000020000300004000050000
MomentosRow 109
Row 110
Row 111
Row 112
Row 113
Row 114
Row 115
Row 116
Row 117
Row 118
Datos de seccion
F`c 210 B1 0.85Fy 4200 θ 0.9
momento resistente
Muo 19641.90896
No Existe No Existe No Existe No Existe No Existe No Existe No Existe#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
32611.87196 33394.89828 33983.52623 35955.75579 37721.58697 39281.01976 40634.05417Doble Doble Doble Doble Doble Doble Doble
ACEROS (Simplemente Reforzada)2.000 2.500 3.000 3.500 4.000 4.500 5.000
5491.471 5466.765 5340.908 5113.900 4785.741 4356.431 3825.97032611.872 33394.898 33983.526 35955.756 37721.587 39281.020 40634.054
-2.820 -2.807 -2.745 -31.094 -2.468 -2.253 -1.985-3.595 -3.579 -3.500 -39.644 -3.147 -2.872 -2.53126.052 27.374 28.477 33.625 #NUM! #NUM! #NUM!33.216 34.902 36.308 42.872 #NUM! #NUM! #NUM!
2 2.5 3 3.5 4 4.5 5-5491.471 -5466.765 -5340.908 -5113.900 -4785.741 -4356.431 -3825.97032611.872 33394.898 33983.526 35955.756 37721.587 39281.020 40634.054
-0.228 -0.228 -0.226 -0.224 -0.221 -0.217 -0.21315.648 15.649 15.650 15.651 15.850 15.657 15.662
0.118 0.125 0.130 0.148 0.164 0.178 0.19015.954 15.960 15.965 15.981 15.995 16.007 16.018
-0.5 0.5 1.5 2.5 3.5 4.5 5.5 6.5
-40000-30000-20000-10000
01000020000300004000050000
MomentosRow 109
Row 110
Row 111
Row 112
Row 113
Row 114
Row 115
Row 116
Row 117
Row 118
tramo 2 1er piso
Momentos2 2.5 3 3.5 4 4.5 5
60161.864 62497.33 62522.796 60238.262 55643.728 48739.194 39524.6642972.76 44640.95 44659.14 43027.33 39745.52 34813.71 28231.9
64729.78897 66379.62423 65605.34822 62406.96094 56784.46239 48737.85257 38267.1314961537.78897 64789.62423 65617.34822 64020.96094 60000.46239 53555.85257 44687.1314949259.59537 50308.88223 49528.05782 46917.12214 42476.07519 36204.91697 28103.6474946067.59537 48718.88223 49540.05782 48531.12214 45692.07519 41022.91697 34523.64749
48006.5808 49007.226 48225.8712 45662.5164 41317.1616 35189.8068 27280.45244814.5808 47417.226 48237.8712 47276.5164 44533.1616 40007.8068 33700.452
18256.16064 18656.25744 17868.35424 15892.45104 12728.54784 8376.64464 2836.7414429344.3872 31346.484 32160.5808 31786.6776 30224.7744 27474.8712 23536.968
18256.16064 18656.25744 17868.35424 15892.45104 12728.54784 8376.64464 2836.7414464729.78897 66379.62423 65617.34822 64020.96094 60000.46239 53555.85257 44687.13149
0 1 2 3 4 5 6
-25000
-20000
-15000
-10000
-5000
0
5000
10000
Momentos
Row 223
Row 224
Row 225
Row 226
Row 227
Row 228
Row 229
Row 230
Row 231
Row 232
F`c 210 B1 0.85Fy 4200 θ 0.9
Muo 19641.90896
No Existe No Existe No Existe No Existe No Existe No Existe No Existe#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
64729.78897 66379.62423 65617.34822 64020.96094 60000.46239 53555.85257 44687.13149Doble Doble Doble Doble Doble Doble Doble
ACEROS (Simplemente Reforzada)2 2.5 3 3.5 4 4.5 5
18256.16 18656.26 17868.35 15892.45 12728.55 8376.64 2836.7464729.79 66379.62 65617.35 64020.96 60000.46 53555.85 44687.13
-8.73 -8.91 -8.57 -95.89 -6.27 -4.23 -1.48-11.14 -11.36 -10.92 -122.26 -7.99 -5.39 -1.89#NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM!#NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM!
ACEROS (Doble Reforzada)2 2.5 3 3.5 4 4.5 5
-18256.161 -18656.257 -17868.354 -15892.451 -12728.548 -8376.645 -2836.74164729.789 66379.624 65617.348 64020.961 60000.462 53555.853 44687.131
-0.343 -0.347 -0.340 -0.322 -0.293 -0.254 -0.20415.546 15.543 15.549 15.565 15.850 15.625 15.670
0.409 0.424 0.417 0.402 0.366 0.307 0.22716.211 16.225 16.218 16.206 16.173 16.122 16.051
0 1 2 3 4 5 6
-25000
-20000
-15000
-10000
-5000
0
5000
10000
Momentos
Row 223
Row 224
Row 225
Row 226
Row 227
Row 228
Row 229
Row 230
Row 231
Row 232
Carga Gravitacional o Vertical
95005000
512400 12600
Mu= Vu . X + Mux - (qo/2). X ^2
Vu= 12400Mux= 9500qo/2 = -2500
FactoresU=1,2Cp + 1,6CvU(cv)= 4.96U(cp)= 1.55714286
B.- Mu= 1,2 Cp + 1,6 CvVu= 12400Mux= 9500qo/2 = -2500
A.- Mu= 1,4 Cp
Factor Cv 6.944
Vu= 17360.00Mux= 13300.00qo/2 = -3500.00
Factor Cv
Vu= 22762Mux= 5067.66129qo/2 = -3702.01613
Factor Cv
Vu= 18298Mux= 1647.66129qo/2 = -2802.01613
E.- Mu= 0,9 Cp +Sv + Shx
U(1.4cp)=
C.- Mu= 1,2 Cp + ץ Cv+ Sv + Shx
U( 1,2 Cp + ץ Cv+ Sv)=
D.- Mu= 1,2 Cp + ץ Cv - Sv + Shx
U( 1,2 Cp + ץ Cv- Sv)=
Factor Cv
Vu= 17792.00Mux= 1260.00qo/2 = -2700.00
Factor Cv
Vu= 13328.00Mux= -9013.57qo/2 = -1800.00
tramo 1 techo
Momentos5.5 6 6.5
U(0,9 Cp + Sv)=
F.- Mu= 1,2 Cp + ץ Cv+ Sv + Shx
U( 1,2 Cp + ץ Cv+ Sv)=
1410.052 -12166.672 -27718.5721007.18 -8690.48 -19798.98
-2531.293098 -17579.69122 -34700.836695490.706902 -7955.691216 -23474.83669
-2893.877898 -14451.11842 -27573.203895128.122102 -4827.118416 -16347.20389
-2923.2456 -14197.7184 -26995.89845098.7544 -4573.7184 -15769.8984
-13794.19402 -21577.50922 -30376.629224736.1696 -1445.1456 -8642.2656
-13794.19402 -21577.50922 -34700.836695490.706902 -1445.1456 -8642.2656
ζ 3715.384615
-0.5 0.5 1.5 2.5 3.5 4.5 5.5 6.5
-40000
-30000
-20000
-10000
0
10000
20000
30000
40000
50000
Momentos
Row 109
Row 110
Row 111
Row 112
Row 113
Row 114
Row 115
Row 116
Row 117
Row 118
-13794.19402 -21577.50922 -34700.83669Simple Doble Doble5490.706902 No existe No existe
Simple Doble Doble
ACEROS (Simplemente Reforzada)5.500 6.000 6.500
-13794.194 -21577.509 -34700.8375490.707 -1445.146 -8642.266
8.201 13.989 30.00210.457 17.836 38.252
3.040 -0.761 -4.3553.876 -0.971 -5.552
ACEROS (Doble Reforzada)5.5 6 6.5
13794.194 21577.509 34700.8375490.707 -1445.146 -8642.266
-0.053 0.018 0.13615.803 15.865 15.971-0.128 -0.191 -0.25615.736 15.681 15.623
tramo 2 techo
Momentos5.5 6
-12778.633 -16446.038-9127.595 -11747.17
-16166.48023 -20719.80733-11268.01023 -14588.24733-12880.54603 -16490.82613-7982.076026 -10359.26613
-12307.0376 -15752.7236-7408.5676 -9621.1636
-9344.051856 -11846.69086-4122.6334 -5392.1824
-16166.48023 -20719.80733-4122.6334 -5392.1824
0 1 2 3 4 5 6
-25000
-20000
-15000
-10000
-5000
0
5000
10000
Momentos
Row 223
Row 224
Row 225
Row 226
Row 227
Row 228
Row 229
Row 230
Row 231
Row 232
ζ 3715.384615
-16166.48023 -20719.80733Simple DobleNo existe No existeDoble Doble
ACEROS (Simplemente Reforzada)5.5 6
-16166.48 -20719.81-4122.63 -5392.18
9.84 13.2912.55 16.94-2.13 -2.77-2.72 -3.53
ACEROS (Doble Reforzada)5.5 6
16166.480 20719.807-4122.633 -5392.182
-0.031 0.01015.822 15.858-0.215 -0.22715.659 15.649
tramo 1 1er piso
Momentos5.5 6 6.5
35991.74075 36124.424 36060.4247525708.38625 25803.16 25757.44625
33758.6902 33096.92785 32228.7671141780.6902 42720.92785 43454.76711
24503.67115 23807.79025 22956.0864632525.67115 33431.79025 34182.0864623754.05715 23055.4128 22205.0419531776.05715 32679.4128 33431.041953194.358454 2461.595554 1627.681654
22521.0381 23390.2752 24158.36133194.358454 2461.595554 1627.681654
41780.6902 42720.92785 43454.76711
-0.5 0.5 1.5 2.5 3.5 4.5 5.5 6.5
-40000-30000-20000-10000
01000020000300004000050000
MomentosRow 109
Row 110
Row 111
Row 112
Row 113
Row 114
Row 115
Row 116
Row 117
Row 118
Datos de seccion
ζ 3715.384615
No Existe No Existe No Existe#VALUE! #VALUE! #VALUE!
41780.6902 42720.92785 43454.76711Doble Doble Doble
5.500 6.000 6.5003194.358 2461.596 1627.682
41780.690 42720.928 43454.767-1.664 -1.288 -0.857-2.122 -1.643 -1.092#NUM! #NUM! #NUM!#NUM! #NUM! #NUM!
5.5 6 6.5-3194.358 -2461.596 -1627.68241780.690 42720.928 43454.767
-0.207 -0.200 -0.19315.667 15.673 15.679
0.201 0.209 0.21616.027 16.035 16.041
-0.5 0.5 1.5 2.5 3.5 4.5 5.5 6.5
-40000-30000-20000-10000
01000020000300004000050000
MomentosRow 109
Row 110
Row 111
Row 112
Row 113
Row 114
Row 115
Row 116
Row 117
Row 118
tramo 2 1er piso
Momentos5.5 6
28000.126 14165.59220000.09 10118.28
25372.29913 10053.355533394.29913 19677.355518172.26673 6410.77470126194.26673 16034.7747
17589.0972 6115.742425611.0972 15739.7424
-3891.16176 -11807.0649618411.0648 12097.1616
-3891.16176 -11807.0649633394.29913 19677.3555
0 1 2 3 4 5 6
-25000
-20000
-15000
-10000
-5000
0
5000
10000
Momentos
Row 223
Row 224
Row 225
Row 226
Row 227
Row 228
Row 229
Row 230
Row 231
Row 232
ζ 3715.384615
-3891.16176 -11807.06496Simple Simple33394.29913 19677.3555
Doble Doble
ACEROS (Simplemente Reforzada)5.5 6
-3891.16 -11807.0633394.30 19677.36
2.13 6.892.71 8.79
27.37 12.4634.90 15.89
ACEROS (Doble Reforzada)5.5 6
3891.162 11807.06533394.299 19677.356
-0.143 -0.07115.724 15.787
0.125 0.00015.960 15.850
0 1 2 3 4 5 6
-25000
-20000
-15000
-10000
-5000
0
5000
10000
Momentos
Row 223
Row 224
Row 225
Row 226
Row 227
Row 228
Row 229
Row 230
Row 231
Row 232
Carga Gravitacional o Vertical Carga Sismica u Horizontal
10000 9000 1300054400 4400
Mu= Vu . X + Mux - (qo/2). X ^2 Shx= Vu . X - Mux
Vu= 4400Mux= -9000
xAB
ץ 0.5 C1Sv / Cp= 0.18 C2Cp / Cv = 2.8 D1
D2E1E2F1F2
minimomaximo
7.3448 Factor Cv 7.3448
Vu= 13962Mux= 23067.6613qo/2 = -3702.01613
5.5592 Factor Cv 5.5592
Vu= 9498Mux= 19647.6613qo/2 = -2802.01613
E.- Mu= 0,9 Cp +Sv - Shx
C.- Mu= 1,2 Cp + ץ Cv + Sv - Shx
U( 1,2 Cp + ץ Cv+ Sv)=
D.- Mu= 1,2 Cp + ץ Cv - Sv - Shx
U( 1,2 Cp + ץ Cv - Sv)=
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5
-20000
-10000
0
10000
20000
30000
40000
50000
Momentos
Row 13
Row 14
Row 15
Row 16
Row 17
Row 18
Row 19
Row 20
Row 21
Row 22
5.3568 Factor Cv 5.3568
Vu= 8992.00Mux= 19260.00qo/2 = -2700.00
3.5712 Factor Cv 3.5712
Vu= 4528.00Mux= 15840.00qo/2 = -1800.00
U(0,9 Cp + Sv)=
F.- Mu= 1,2 Cp + ץ Cv+ Sv + Shx
U( 1,2 Cp + ץ Cv+ Sv)=
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5
-20000
-10000
0
10000
20000
30000
40000
50000
Momentos
Row 13
Row 14
Row 15
Row 16
Row 17
Row 18
Row 19
Row 20
Row 21
Row 22
0 0.5 1 1.5 2 2.5 3 3.513300 21105 27160 31465 34020 34825 33880 31185
9500 15075 19400 22475 24300 24875 24200 222755067.66129 15523.1573 24127.6452 30881.125 35783.5968 38835.0605 40035.5161 39384.963723067.6613 29123.1573 33327.6452 35681.125 36183.5968 34835.0605 31635.5161 26584.96371647.66129 10096.1573 17143.6452 22790.125 27035.5968 29880.0605 31323.5161 31365.963719647.6613 23696.1573 26343.6452 27590.125 27435.5968 25880.0605 22923.5161 18565.9637
1260 9481 16352 21873 26044 28865 30336 3045719260 23081 25552 26673 26444 24865 21936 17657
-9013.57056 -2799.57056 2514.42944 6928.42944 10442.4294 13056.4294 14770.4294 15584.429415840 17654 18568 18582 17696 15910 13224 9638
-9013.57056 -2799.57056 2514.42944 6928.42944 10442.4294 13056.4294 13224 963823067.6613 29123.1573 33327.6452 35681.125 36183.5968 38835.0605 40035.5161 39384.9637
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5
-20000
-10000
0
10000
20000
30000
40000
50000
Momentos
Row 13
Row 14
Row 15
Row 16
Row 17
Row 18
Row 19
Row 20
Row 21
Row 22
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5
-20000
-10000
0
10000
20000
30000
40000
50000
Momentos
Row 13
Row 14
Row 15
Row 16
Row 17
Row 18
Row 19
Row 20
Row 21
Row 22
4 4.5 526740 20545 1260019100 14675 9000
36883.4032 32530.8347 26327.258119683.4032 10930.8347 327.25806530007.4032 27247.8347 23087.258112807.4032 5647.83468 -2912.74194
29228 26649 2272012028 5049 -3280
15498.4294 14512.4294 12626.42945152 -234 -65205152 -234 -6520
36883.4032 32530.8347 26327.2581
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5
-20000
-10000
0
10000
20000
30000
40000
50000
Momentos
Row 13
Row 14
Row 15
Row 16
Row 17
Row 18
Row 19
Row 20
Row 21
Row 22
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5
-20000
-10000
0
10000
20000
30000
40000
50000
Momentos
Row 13
Row 14
Row 15
Row 16
Row 17
Row 18
Row 19
Row 20
Row 21
Row 22
