SISMO X
CQC X
Top -100.65 -3.25 0.06
Bottom -106.28 -3.25 0.06
Top -19.14 -0.80 0.01
Bottom -19.14 -0.80 0.01
Top 100.30 80.04 0.27
Bottom 100.30 80.04 0.27
Top 124.49 44.26 0.44
Bottom 124.49 44.26 0.44
Top 83.80 67.64 0.23
Bottom 83.80 67.64 0.23
Top 151.65 24.23 0.51
Bottom 151.65 24.23 0.51
FACTOR DE CORRECCION POR SISMO X :
VIVA
SISMO X
SISMO Y
CQC X
CQC Y
MURO DE CORTE M1X
MUERTA
1
CARGA LOC P V2 V3
Ca
rga
Ax
ial, P
(T
n)
Top -86.4 -13.34 0.06
Bottom -89.54 -13.34 0.06
Top -16.36 -3.24 -0.01
Bottom -16.36 -3.24 -0.01
Top 26.09 8.41 0.71
Bottom 26.09 8.41 0.71
Top 48.95 9.1 0.53
Bottom 48.95 9.1 0.53
Top 25.11 7.88 0.54
Bottom 25.11 7.88 0.54
Top 55.8 10.52 0.35
Bottom 55.8 10.52 0.35
2
MUERTA
VIVA
SISMO X
SISMO Y
CQC X
CQC Y
CARGA LOC P V2 V3
-500 -400 -300 -200 -100
Ca
rga
Ax
ial, P
(T
n)
Momento, M3 (Tn
Top -72.22 -10.51 0.01
Bottom -75.36 -10.51 0.01
Top -13.89 -2.45 -0.03
Bottom -13.89 -2.45 -0.03
Top 27.09 28.27 0.25
CARGA LOC P V2 V3
3
MUERTA
VIVA
SISMO X
-400 -300 -200 -100
Ca
rga
Ax
ial, P
(T
n)
Bottom 27.09 28.27 0.25
Top 37.24 17.02 0.42
Bottom 37.24 17.02 0.42
Top 23.26 24.07 0.21
Bottom 23.26 24.07 0.21
Top 37.37 8.47 0.48
Bottom 37.37 8.47 0.48
CQC X
CQC Y
3
SISMO X
SISMO Y
-1000
-800
-600
-400
-200
-400 -300 -200 -100
Ca
rga
Ax
ial, P
(T
n)
Pu VU Mu Pu
173.45 5.91 14.09 49.44
181.33 5.91 14.52 56.48
148.77 24.18 26.85 102.36
153.17 24.18 38.42 106.29
124.72 18.88 24.97 80.55
129.12 18.88 25.97 84.47
Pu VU Mu Pu
1 181.33 5.91 14.52 56.48
2 153.17 24.18 38.42 106.29
3 129.12 18.88 25.97 84.47
BUTOM
BUTOM
RESUMEN DE CARGA ULTIMA
U1= 1.4*Pm+1.7Pv U2= 1.25(Pm+Pv) + Sx
BUTOM
RESUMEN DE CARGA ULTIMA
U1= 1.4*Pm+1.7Pv U2= 1.25(Pm+Pv) + Sx
1
2
3
TOP
BOTTOM
TOP
BOTTOM
TOP
BOTTOM
-1200Momento, M3 (Tn
1.000
1.014
PU VU2 VU3
-0.15 7.70 -173.45 -5.91 0.10
0.13 -8.04 -181.33 -5.91 0.10
-0.03 1.95 -49.44 74.98 0.36
0.03 -1.92 -56.48 74.98 0.36
0.30 98.55 -250.04 -85.10 -0.18
1.21 290.01 -257.08 -85.10 -0.18
0.36 51.21 9.71 77.12 0.32
2.34 164.26 4.65 77.12 0.32
0.28 81.27 -190.89 -82.97 -0.22
1.14 247.21 -195.95 -82.97 -0.22
0.37 33.36 -64.76 63.52 0.32
2.80 86.25 -71.80 63.52 0.32
-234.71 -73.65 -0.15
-241.75 -73.65 -0.15
-5.61 65.66 0.29
-10.68 65.66 0.29
-175.56 -71.51 -0.18
-180.63 -71.51 -0.18
FACTOR DE CORRECCION POR SISMO Y :
1.25 (CM+CV)-CQCX
0.9CM +CQCX
0.9CM -CQCX
MURO DE CORTE M1X
1.4 CM +1.7 CV
1.25 (CM+CV)+SX
0.9CM +SX
1.25 (CM+CV)-SX
0.9CM -SX
1.25 (CM+CV)+CQCX
M2 M3COMBINACION
DIRECCION X-X
200
400
600
800
PU VU2 VU3
-0.033 14.86 -148.77 -24.18 0.07
0.132 -21.15 -153.17 -24.18 0.07
0.027 3.558 -102.36 -12.32 0.77
0.005 -5.183 -106.29 -12.32 0.77
0.751 10.207 -154.54 -29.14 -0.65
1.173 21.902 -158.47 -29.14 -0.65
0.684 9.219 -51.67 -3.60 0.76
0.838 18.65 -54.50 -3.60 0.76
0.544 7.922 -103.85 -20.42 -0.66
0.927 18.718 -106.68 -20.42 -0.66
0.379 9.154 -102.99 -12.73 0.61
0.666 19.82 -106.91 -12.73 0.61
-153.91 -28.72 -0.49
-157.84 -28.72 -0.49
-52.30 -4.02 0.60
-55.12 -4.02 0.600.9CM +CQCX
1.4 CM +1.7 CV
1.25 (CM+CV)+SX
1.25 (CM+CV)-SX
0.9CM +SX
0.9CM -SX
1.25 (CM+CV)+CQCX
1.25 (CM+CV)-CQCX
M2 M3COMBINACION
DIRECCION X-X
-1400
-1200
-1000
-800
-600
-400
-200
0
-100 0 100 200 300 400 500
Momento, M3 (Tn - m)
-103.22 -20.00 -0.49
-106.05 -20.00 -0.49
PU VU2 VU3
0.001 13.892 -124.72 -18.88 -0.04
0.037 -14.477 -129.12 -18.88 -0.04
0.042 3.248 -80.55 12.07 0.23
-0.033 -3.357 -84.47 12.07 0.23
0.453 33.24 -134.73 -44.47 -0.28
M2 M3COMBINACION
1.4 CM +1.7 CV
1.25 (CM+CV)+SX
1.25 (CM+CV)-SX
DIRECCION X-X
0.9CM -CQCX
-1200
-1000
-800
-600
-400
-200
0
200
400
-100 0 100 200 300 400
Momento, M3 (Tn - m)
0.272 46.484 -138.65 -44.47 -0.28
0.605 20.352 -37.91 18.81 0.26
0.589 27.318 -40.73 18.81 0.26
0.343 26.567 -92.09 -37.73 -0.24
0.266 39.419 -94.91 -37.73 -0.24
0.645 10.318 -84.05 8.21 0.19
0.693 13.575 -87.98 8.21 0.19
-131.22 -40.61 -0.24
-135.15 -40.61 -0.24
-41.41 14.95 0.22
-44.24 14.95 0.22
-88.58 -33.87 -0.20
-91.41 -33.87 -0.20
0.9CM +CQCX
0.9CM -CQCX
0.9CM -SX
1.25 (CM+CV)+CQCX
1.25 (CM+CV)-CQCX
1.25 (CM+CV)-SX
0.9CM +SX
-1000
-800
-600
-400
-200
0
200
400
0 100 200 300 400
VU Mu Pu VU Mu Pu VU
74.98 110.61 250.04 85.10 86.49 13.79 43.27
74.98 277.56 257.08 85.10 302.46 20.83 43.27
12.32 33.23 154.54 29.14 12.82 75.00 10.79
12.32 11.01 158.47 29.14 54.82 78.92 10.79
12.07 54.67 134.73 44.47 11.82 66.97 2.39
12.07 24.19 138.65 44.47 68.78 70.90 2.39
VU Mu Pu VU Mu Pu VU
74.98 277.56 257.08 85.10 302.46 20.83 43.27
12.32 11.01 158.47 29.14 54.82 78.92 10.79
12.07 24.19 138.65 44.47 68.78 70.90 2.39
RESUMEN DE CARGA ULTIMA
U2= 1.25(Pm+Pv) + Sx U3= 1.25(Pm+Pv) - Sx U4= 1.25(Pm+Pv) + Sy
RESUMEN DE CARGA ULTIMA
U2= 1.25(Pm+Pv) + Sx U3= 1.25(Pm+Pv) - Sx U4= 1.25(Pm+Pv) + Sy
-1200Momento, M3 (Tn - m)
SISMO Y 1.092
CQCY Y 1.023
MU2 MU3 PU VU2 VU3
-0.26 14.09 -173.45 -5.91 0.10
0.23 -14.52 -181.33 -5.91 0.10
0.08 110.61 -13.79 43.27 0.57
1.41 277.56 -20.83 43.27 0.57
-0.53 -86.49 -285.68 -53.39 -0.39
-1.01 -302.46 -292.72 -53.39 -0.39
0.17 105.48 45.36 45.41 0.53
1.33 282.77 40.29 45.41 0.53
-0.44 -91.61 -226.53 -51.26 -0.43
-1.09 -297.25 -231.60 -51.26 -0.43
0.06 94.47 5.40 19.72 0.61
1.35 238.22 -1.64 19.72 0.61
-0.51 -70.35 -304.88 -29.85 -0.43
-0.96 -263.13 -311.91 -29.85 -0.43
0.15 89.34 64.55 21.86 0.58
1.27 243.44 59.49 21.86 0.58
-0.42 -75.48 -245.72 -27.71 -0.47
-1.04 -257.91 -250.79 -27.71 -0.47
1.25 (CM+CV)-CQCY
0.9CM +CQCY
0.9CM -CQCY
0.9CM -SY
1.4 CM +1.7 CV
MURO DE CORTE M1X
1.25 (CM+CV)+SY
1.25 (CM+CV)-SY
0.9CM +SY
1.25 (CM+CV)+CQCY
COMBINACION
DIRECCION Y-Y
200
400
600
800
Ca
rga
Ax
ial, P
(T
n)
MU2 MU3 PU VU2 VU3
0.00 26.85 -148.77 -24.18 0.07
0.19 -38.42 -153.17 -24.18 0.07
0.74 33.23 -75.00 -10.79 0.64
1.34 -11.01 -78.92 -10.79 0.64
-0.76 12.82 -181.90 -30.66 -0.52
-1.00 -54.82 -185.83 -30.66 -0.52
0.72 23.58 -24.31 -2.07 0.63
1.29 2.87 -27.13 -2.07 0.63
-0.78 3.17 -131.21 -21.94 -0.52
-1.05 -40.94 -134.04 -21.94 -0.52
0.54 31.06 -71.37 -9.96 0.42
1.11 -13.94 -75.29 -9.96 0.42
-0.56 14.99 -185.53 -31.49 -0.30
-0.77 -51.90 -189.46 -31.49 -0.30
0.52 21.41 -20.68 -1.24 0.41
1.06 -0.05 -23.50 -1.24 0.410.9CM +CQCY
1.4 CM +1.7 CV
1.25 (CM+CV)+SY
1.25 (CM+CV)-SY
0.9CM +SY
0.9CM -SY
1.25 (CM+CV)+CQCY
1.25 (CM+CV)-CQCY
COMBINACION
DIRECCION Y-Y
-1400
-1200
-1000
-800
-600
-400
-200
0
-80 -60 -40 -20 0 20 40
Ca
rga
Ax
ial, P
(T
n)
Momento, M2 (Tn - m)
-0.58 5.34 -134.84 -22.77 -0.30
-0.82 -38.02 -137.67 -22.77 -0.30
MU2 MU3 PU VU2 VU3
0.07 24.97 -124.72 -18.88 -0.04
0.00 -25.97 -129.12 -18.88 -0.04
0.51 54.67 -66.97 2.39 0.43
0.28 24.19 -70.90 2.39 0.43
-0.40 -11.82 -148.30 -34.79 -0.48
1.4 CM +1.7 CV
1.25 (CM+CV)+SY
1.25 (CM+CV)-SY
COMBINACION
DIRECCION Y-Y
0.9CM -CQCY
-1200
-1000
-800
-600
-400
-200
0
200
400
-60 -40 -20 0 20
Ca
rga
Ax
ial, P
(T
n)
Momento, M2 (Tn - m)
-0.27 -68.78 -152.23 -34.79 -0.48
0.45 45.74 -24.33 9.13 0.47
0.31 33.45 -27.16 9.13 0.47
-0.45 -20.74 -105.66 -28.04 -0.45
-0.24 -59.51 -108.49 -28.04 -0.45
0.40 48.36 -69.41 -7.54 0.47
0.27 17.68 -73.33 -7.54 0.47
-0.29 -5.51 -145.87 -24.86 -0.52
-0.26 -62.26 -149.79 -24.86 -0.52
0.35 39.44 -26.77 -0.79 0.50
0.30 26.94 -29.59 -0.79 0.50
-0.35 -14.44 -103.23 -18.12 -0.48
-0.24 -53.00 -106.05 -18.12 -0.48
0.9CM +CQCY
0.9CM -CQCY
0.9CM -SY
1.25 (CM+CV)+CQCY
1.25 (CM+CV)-CQCY
1.25 (CM+CV)-SY
0.9CM +SY
-1000
-800
-600
-400
-200
0
200
400
-60 -40 -20 0 20
Ca
rga
Ax
ial, P
(T
n)
Mu Pu VU Mu Pu VU Mu
67.98 285.68 53.39 43.86 9.71 77.12 105.48
166.92 292.72 53.39 191.83 4.65 77.12 282.77
33.09 181.90 30.66 12.96 51.67 3.60 23.58
12.55 185.83 30.66 53.28 54.50 3.60 2.87
43.65 148.30 34.79 0.80 37.91 18.81 45.74
7.54 152.23 34.79 52.12 40.73 18.81 33.45
Mu Pu VU Mu Pu VU Mu
166.92 292.72 53.39 191.83 4.65 77.12 282.77
12.55 185.83 30.66 53.28 54.50 3.60 2.87
7.54 152.23 34.79 52.12 40.73 18.81 33.45
RESUMEN DE CARGA ULTIMA
U4= 1.25(Pm+Pv) + Sy U5= 1.25(Pm+Pv) - Sy U6= 0.9*Pm + Sx
RESUMEN DE CARGA ULTIMA
U4= 1.25(Pm+Pv) + Sy U5= 1.25(Pm+Pv) - Sy U6= 0.9*Pm + Sx
-1200Momento, M2 (Tn - m)
MU2 MU3
-0.26 14.09 1 -771.067
0.23 -14.52 2 -771.067
0.16 67.98 3 -732.9185
2.76 166.92 4 -658.4668
-0.61 -43.86 5 -581.087
-2.36 -191.83 6 -499.5052
0.25 62.85 7 -415.9302
2.68 172.14 8 -320.7337
-0.53 -48.99 9 -256.2422
-2.44 -186.61 10 -171.9539
0.16 46.19 11 -68.9874
3.07 75.78 12 20.06
-0.61 -22.07 13 123.7957
-2.67 -100.68 14 282.6598
0.24 41.06 15 472.3771
2.99 80.99
-0.52 -27.20
-2.75 -95.47
1 -1186
2 -1186
3 -1128
4 -1013
5 -893.98
6 -768.4696
7 -639.8927
8 -493.4364
9 -355.049
10 -209.1635
1 NIVEL
PUNTOS DE ITERACCION
P - M3 - DISEO
P - M3 - NOMINALES
MURO DE CORTE M1X
11 -76.6527
12 22.2889
13 137.5508
14 314.0664
15 524.8635
MU2 MU3
0.00 26.85
0.19 -38.42 1 -668.3211
0.74 33.09 2 -668.3211
1.09 -12.55 3 -629.1157
-0.75 12.96 4 -559.902
-0.74 -53.28 5 -488.847
0.72 23.44 6 -415.2963
1.03 1.33 7 -340.4125
-0.78 3.31 8 -256.1451
-0.80 -39.40 9 -203.0658
0.38 32.39 10 -143.7772
0.85 -12.64 11 -83.5905
-0.40 13.66 12 -9.4584
-0.51 -53.19 13 69.9505
0.36 22.74 14 171.881
0.80 1.24 15 283.8652
P - M3 - DISEO
2 NIVEL
60 80
-0.42 4.01
-0.56 -39.31
1 -1028
2 -1028
3 -967.8703
4 -861.3877
5 -752.0722
6 -638.9174
7 -523.7116
8 -394.0693
9 -281.3679
10 -174.8896
11 -92.8783
12 -10.5094
13 77.7228
14 190.9788
15 315.4058
MU2 MU3
0.07 24.97 1 -668.3211
0.00 -25.97 2 -668.3211
0.71 43.65 3 -629.1157
0.65 7.54 4 -559.902
-0.61 -0.80 5 -488.847
3 NIVEL
P - M3 - DISEO
P - M3 - NOMINALES
40 60
-0.64 -52.12 6 -415.2963
0.66 34.73 7 -340.4125
0.68 16.80 8 -256.1451
-0.66 -9.72 9 -203.0658
-0.61 -42.86 10 -143.7772
0.71 31.98 11 -83.5905
0.71 -8.41 12 -9.4584
-0.61 10.87 13 69.9505
-0.70 -36.18 14 171.881
0.66 23.06 15 283.8652
0.74 0.86
-0.66 1.95
-0.68 -26.92
1 -1028
2 -1028
3 -967.8703
4 -861.3877
5 -752.0722
6 -638.9174
7 -523.7116
8 -394.0693
9 -281.3679
10 -174.8896
11 -92.8783
12 -10.5094
13 77.7228
14 190.9788
15 315.4058
P - M3 - NOMINALES
40 60
Pu VU Mu Pu VU Mu Pu
190.89 82.97 91.61 45.36 45.41 62.85 226.53
195.95 82.97 297.25 40.29 45.41 172.14 231.60
103.85 20.42 3.17 24.31 2.07 23.44 131.21
106.68 20.42 40.94 27.13 2.07 1.33 134.04
92.09 37.73 20.74 24.33 9.13 34.73 105.66
94.91 37.73 59.51 27.16 9.13 16.80 108.49
Pu VU Mu Pu VU Mu Pu
195.95 82.97 297.25 40.29 45.41 172.14 231.60
106.68 20.42 40.94 27.13 2.07 1.33 134.04
94.91 37.73 59.51 27.16 9.13 16.80 108.49
RESUMEN DE CARGA ULTIMA
U7= 0.9*Pm - Sx U8= 0.9*Pm +Sy U9= 0.9*Pm - Sy
RESUMEN DE CARGA ULTIMA
U7= 0.9*Pm - Sx U8= 0.9*Pm +Sy U9= 0.9*Pm - Sy
8.7739 1 -771.067 8.7739 1
89.6611 2 -771.067 -80.063 2
125.5563 3 -762.3295 -114.6474 3
157.5458 4 -699.2456 -145.2085 4
184.5672 5 -629.7348 -173.7763 5
207.4596 6 -554.2145 -199.8863 6
226.9238 7 -468.3771 -223.96 7
245.872 8 -370.1919 -247.7737 8
279.3666 9 -317.698 -282.8975 9
312.529 10 -263.4217 -310.309 10
320.5043 11 -149.9118 -311.4023 11
281.9119 12 15.3429 -267.2464 12
226.1013 13 159.4077 -209.0897 13
127.6202 14 295.8496 -133.9099 14
-12.8782 15 472.3771 -12.8782 15
13.4982 1 -1186 13.4982 1
137.9402 2 -1186 -123.1738 2
193.1636 3 -1173 -176.3807 3
242.3782 4 -1076 -223.3977 4
283.9495 5 -968.8228 -267.3482 5
319.1686 6 -852.6377 -307.5173 6
349.1135 7 -720.5801 -344.5539 7
378.2646 8 -569.5259 -381.1903 8
387.0902 9 -440.2022 -391.9825 9
380.1582 10 -320.4244 -377.4578 10
1 NIVEL
P - M3 - NOMINALES P - M2 - NOMINALES
PUNTOS DE ITERACCION
P - M3 - DISEO P - M3 - DISEO P - M2 - DISEO
P - M3 - NOMINALES
356.1159 11 -166.5687 -346.0026 11
313.2355 12 17.0477 -296.9404 12
251.2236 13 177.1197 -232.3219 13
141.8002 14 328.7218 -148.7888 14
-14.3091 15 524.8635 -14.3091 15
-28.4008 1 -668.3211 -28.4008 1
50.8621 2 -668.3211 -85.5906 2
86.4627 3 -668.3211 -116.2747 3
118.08 4 -648.7638 -142.4902 4
144.6521 5 -593.9849 -164.873 5
167.0888 6 -536.648 -183.3189 6
186.1252 7 -474.1999 -197.6384 7
204.3894 8 -405.9831 -208.8425 8
232.4107 9 -381.3778 -233.3015 9
258.9224 10 -357.757 -254.4181 10
262.9785 11 -289.416 -252.4326 11
231.5251 12 -168.6704 -212.094 12
188.8927 13 -29.1042 -154.5251 13
124.6815 14 107.3377 -79.3454 14
41.6864 15 283.8652 41.6864 15
P - M3 - DISEO P - M3 - DISEO P - M2 - DISEO
2 NIVEL
-43.6935 1 -1028 -43.6935 1
78.2494 2 -1028 -131.6779 2
133.0195 3 -1028 -178.8842 3
181.6616 4 -998.0982 -219.2156 4
222.5416 5 -913.8229 -253.6508 5
257.0597 6 -825.6122 -282.029 6
286.3464 7 -729.5383 -304.059 7
314.4452 8 -624.5893 -321.2961 8
322.0281 9 -528.4368 -323.2623 9
314.9515 10 -435.1731 -309.4724 10
292.1983 11 -321.5733 -280.4806 11
257.2501 12 -187.4116 -235.6601 12
209.8808 13 -32.338 -171.6946 13
138.535 14 119.2641 -88.1615 14
46.3182 15 315.4058 46.3182 15
-28.4008 1 -668.3211 -28.4008 1
50.8621 2 -668.3211 -85.5906 2
86.4627 3 -668.3211 -116.2747 3
118.08 4 -648.7638 -142.4902 4
144.6521 5 -593.9849 -164.873 5
3 NIVEL
P - M3 - DISEO
P - M3 - NOMINALES P - M2 - NOMINALESP - M3 - NOMINALES
P - M3 - DISEO P - M2 - DISEO
167.0888 6 -536.648 -183.3189 6
186.1252 7 -474.1999 -197.6384 7
204.3894 8 -405.9831 -208.8425 8
232.4107 9 -381.3778 -233.3015 9
258.9224 10 -357.757 -254.4181 10
262.9785 11 -289.416 -252.4326 11
231.5251 12 -168.6704 -212.094 12
188.8927 13 -29.1042 -154.5251 13
124.6815 14 107.3377 -79.3454 14
41.6864 15 283.8652 41.6864 15
-43.6935 1 -1028 -43.6935 1
78.2494 2 -1028 -131.6779 2
133.0195 3 -1028 -178.8842 3
181.6616 4 -998.0982 -219.2156 4
222.5416 5 -913.8229 -253.6508 5
257.0597 6 -825.6122 -282.029 6
286.3464 7 -729.5383 -304.059 7
314.4452 8 -624.5893 -321.2961 8
322.0281 9 -528.4368 -323.2623 9
314.9515 10 -435.1731 -309.4724 10
292.1983 11 -321.5733 -280.4806 11
257.2501 12 -187.4116 -235.6601 12
209.8808 13 -32.338 -171.6946 13
138.535 14 119.2641 -88.1615 14
46.3182 15 315.4058 46.3182 15
P - M3 - NOMINALES P - M3 - NOMINALES P - M2 - NOMINALES
VU Mu Pu VU Mu Pu VU
51.26 48.99 64.76 63.52 94.47 234.71 73.65
51.26 186.61 71.80 63.52 238.22 241.75 73.65
21.94 3.31 102.99 12.73 31.06 153.91 28.72
21.94 39.40 106.91 12.73 13.94 157.84 28.72
28.04 9.72 84.05 8.21 48.36 131.22 40.61
28.04 42.86 87.98 8.21 17.68 135.15 40.61
VU Mu Pu VU Mu Pu VU
51.26 186.61 71.80 63.52 238.22 241.75 73.65
21.94 39.40 106.91 12.73 13.94 157.84 28.72
28.04 42.86 87.98 8.21 17.68 135.15 40.61
RESUMEN DE CARGA ULTIMA
U9= 0.9*Pm - Sy U10= 1.25(Pm+Pv) + SCQCx U11= 1.25(Pm+Pv) - SCQCx
RESUMEN DE CARGA ULTIMA
U9= 0.9*Pm - Sy U10= 1.25(Pm+Pv) + SCQCx U11= 1.25(Pm+Pv) - SCQCx
-771.067 0 1 -771.067 0
-771.067 9.6539 2 -771.067 -9.6539
-767.9556 17.5932 3 -767.9556 -17.5932
-687.8456 23.985 4 -687.8456 -23.985
-601.2971 29.0686 5 -601.2971 -29.0686
-498.3676 33.2411 6 -498.3676 -33.2411
-385.0343 36.5559 7 -385.0343 -36.5559
-241.0268 39.0403 8 -241.0268 -39.0403
-162.1024 41.9681 9 -162.1024 -41.9681
-73.2164 42.838 10 -73.2164 -42.8379
52.4501 39.6801 11 52.4501 -39.68
185.0475 28.5955 12 185.0475 -28.5955
359.5958 12.9464 13 359.5957 -12.9464
451.402 2.9595 14 451.402 -2.9595
472.3771 0 15 472.3771 0
-1186 0 1 -1186 0
-1186 14.8521 2 -1186 -14.8521
-1181 27.0665 3 -1181 -27.0665
-1058 36.8999 4 -1058 -36.8999
-925.0724 44.721 5 -925.0724 -44.721
-766.7193 51.1401 6 -766.7193 -51.1401
-592.3605 56.2399 7 -592.3605 -56.2399
-370.8104 60.062 8 -370.8104 -60.062
-224.609 58.151 9 -224.609 -58.151
-89.06 52.1078 10 -89.06 -52.1078
P - M2 - NOMINALES P - M2 - NOMINALES
PUNTOS DE ITERACCION
P - M2 - DISEO P - M2 - DISEO
58.2779 44.0889 11 58.2779 -44.0889
205.6083 31.7728 12 205.6083 -31.7728
399.5508 14.3849 13 399.5508 -14.3849
501.5578 3.2884 14 501.5578 -3.2884
524.8635 0 15 524.8635 0
-668.3211 0 1 -668.3211 0.00E+00
-668.3211 7.7956 2 -668.3211 -7.80E+00
-668.3211 15.3925 3 -668.3211 -1.54E+01
-611.0673 21.3655 4 -611.0673 -2.14E+01
-534.5951 26.2044 5 -534.5951 -2.62E+01
-449.8081 29.9384 6 -449.8081 -2.99E+01
-358.3251 32.6681 7 -358.3251 -3.27E+01
-248.269 34.3321 8 -248.269 -3.43E+01
-201.4083 36.2869 9 -201.4083 -3.63E+01
-147.0946 37.1438 10 -147.0946 -3.71E+01
-63.7924 34.455 11 -63.7924 -3.45E+01
39.3811 25.4978 12 39.3811 -2.55E+01
171.0839 12.9464 13 171.0839 -1.29E+01
262.8902 2.9595 14 262.8902 -2.96E+00
283.8652 0 15 283.8652 0.00E+00
P - M2 - DISEO P - M2 - DISEO
-1028 0 1 -1028 0.00E+00
-1028 11.9932 2 -1028 -1.20E+01
-1028 23.6808 3 -1028 -2.37E+01
-940.1036 32.87 4 -940.1036 -3.29E+01
-822.4539 40.3144 5 -822.4539 -4.03E+01
-692.0124 46.0591 6 -692.0124 -4.61E+01
-551.2694 50.2586 7 -551.2694 -5.03E+01
-381.9523 52.8186 8 -381.9523 -5.28E+01
-279.0712 50.2792 9 -279.0712 -5.03E+01
-178.9249 45.1814 10 -178.9249 -4.52E+01
-70.8804 38.2833 11 -70.8804 -3.83E+01
43.7568 28.3309 12 43.7568 -2.83E+01
190.0932 14.3849 13 190.0932 -1.44E+01
292.1002 3.2884 14 292.1002 -3.29E+00
315.4058 0 15 315.4058 0.00E+00
-668.3211 0 1 -668.3211 0
-668.3211 7.7956 2 -668.3211 -7.7956
-668.3211 15.3925 3 -668.3211 -15.3925
-611.0673 21.3655 4 -611.0673 -21.3655
-534.5951 26.2044 5 -534.5951 -26.2044
P - M2 - NOMINALES P - M2 - NOMINALES
P - M2 - DISEO P - M2 - DISEO
-449.8081 29.9384 6 -449.8081 -29.9384
-358.3251 32.6681 7 -358.3251 -32.6681
-248.269 34.3321 8 -248.269 -34.3321
-201.4083 36.2869 9 -201.4083 -36.2869
-147.0946 37.1438 10 -147.0946 -37.1438
-63.7924 34.455 11 -63.7924 -34.455
39.3811 25.4978 12 39.3811 -25.4978
171.0839 12.9464 13 171.0839 -12.9464
262.8902 2.9595 14 262.8902 -2.9595
283.8652 0 15 283.8652 0
-1028 0 1 -1028 0
-1028 11.9932 2 -1028 -11.9932
-1028 23.6808 3 -1028 -23.6808
-940.1036 32.87 4 -940.1036 -32.87
-822.4539 40.3144 5 -822.4539 -40.3144
-692.0124 46.0591 6 -692.0124 -46.0591
-551.2694 50.2586 7 -551.2694 -50.2586
-381.9523 52.8186 8 -381.9523 -52.8186
-279.0712 50.2792 9 -279.0712 -50.2792
-178.9249 45.1814 10 -178.9249 -45.1814
-70.8804 38.2833 11 -70.8804 -38.2833
43.7568 28.3309 12 43.7568 -28.3309
190.0932 14.3849 13 190.0932 -14.3849
292.1002 3.2884 14 292.1002 -3.2884
315.4058 0 15 315.4058 0
P - M2 - NOMINALES P - M2 - NOMINALES
Mu Pu VU Mu Pu VU Mu
70.35 5.40 19.72 46.19 304.88 29.85 22.07
263.13 1.64 19.72 75.78 311.91 29.85 100.68
14.99 71.37 9.96 32.39 185.53 31.49 13.66
51.90 75.29 9.96 12.64 189.46 31.49 53.19
5.51 69.41 7.54 31.98 145.87 24.86 10.87
62.26 73.33 7.54 8.41 149.79 24.86 36.18
Mu Pu VU Mu Pu VU Mu
263.13 1.64 19.72 75.78 311.91 29.85 100.68
51.90 75.29 9.96 12.64 189.46 31.49 53.19
62.26 73.33 7.54 8.41 149.79 24.86 36.18
RESUMEN DE CARGA ULTIMA
U11= 1.25(Pm+Pv) - SCQCx U12= 1.25(Pm+Pv) + SCQCy U13= 1.25(Pm+Pv) - SCQCy
RESUMEN DE CARGA ULTIMA
U11= 1.25(Pm+Pv) - SCQCx U12= 1.25(Pm+Pv) + SCQCy U13= 1.25(Pm+Pv) - SCQCy
Pu VU Mu Pu VU Mu Pu
5.61 65.66 89.34 175.56 71.51 75.48 64.55
10.68 65.66 243.44 180.63 71.51 257.91 59.49
52.30 4.02 21.41 103.22 20.00 5.34 20.68
55.12 4.02 0.05 106.05 20.00 38.02 23.50
41.41 14.95 39.44 88.58 33.87 14.44 26.77
44.24 14.95 26.94 91.41 33.87 53.00 29.59
Pu VU Mu Pu VU Mu Pu
10.68 65.66 243.44 180.63 71.51 257.91 59.49
55.12 4.02 0.05 106.05 20.00 38.02 23.50
44.24 14.95 26.94 91.41 33.87 53.00 29.59
RESUMEN DE CARGA ULTIMA
U14= 0.9*Pm + SCQCx
RESUMEN DE CARGA ULTIMA
U14= 0.9*Pm + SCQCx U15= 0.9*Pm - SCQCx U16= 0.9*Pm +SCQCy
U15= 0.9*Pm - SCQCx U16= 0.9*Pm +SCQCy
VU Mu Pu VU Mu
21.86 41.06 245.72 27.71 27.20 85.10
21.86 80.99 250.79 27.71 95.47 85.10
1.24 22.74 134.84 22.77 4.01 31.49
1.24 1.24 137.67 22.77 39.31 31.49
0.79 23.06 103.23 18.12 1.95 44.47
0.79 0.86 106.05 18.12 26.92 44.47
VU Mu Pu VU Mu
21.86 80.99 250.79 27.71 95.47 85.10
1.24 1.24 137.67 22.77 39.31 31.49
0.79 0.86 106.05 18.12 26.92 44.47
RESUMEN DE CARGA ULTIMA
RESUMEN DE CARGA ULTIMA
U16= 0.9*Pm +SCQCy U17= 0.9*Pm - SCQCy
Vu
U16= 0.9*Pm +SCQCy U17= 0.9*Pm - SCQCy
Vu