Guia Para El P2 de Estructuras 2 (2)
April 3, 2017 | Author: Diego De Jesus Zacarias | Category: N/A
Short Description
Metodo de croos...
Description
ESTRUCTURAS II PROBLEMA RESUELTO METODO DISTRIBUCION DE MOMENTOS SOBRE LA CONFIGURACION GEOMETRIA
PROF: ING. MARIO CENCI
NOVIEMBRE, 2014
JUNTA MIEMBRO KIJ
BA 0,25
B BC 0,5
0,20
-8775 -1260
E
F
BE 0,5
EB 0,5
0,40
0,40
0,56 0,44 0,50 PROBLEMA PRIMARIO
-10125 -2520 -718 355 -89 63 -14 10 -2 2
10125 -1260 -1435 177 -178 31 -27 5 -4
1
25200 -2520 -169 355 -68 63 -12 10 -2 2
∑Mom Prim
-9820
22858
-13038
M. Comp.
-1000
∑KI FDIJ Mom. Vol. Mom. Prim.
31 5
-1
-83 -433 83 -39 7 -3
-1238 -1,2377
-468 -0,4676
-217 -19
∑M.C*Eiα/1000
MBA MBC MBE MEB MEF MFE MFG MCB MCD MGF
CD 0,15
G GF 0,4
0,23
0,00
-25200 -1260 -338 177 -136 31 -24 5 -4
18900
-3000 -656
-26749
18749
CB 0,5
0,50
0,77
5625 -1313 -574 287 -71 36 -11 5 -2 1
-3000 -1313
7434 -7434 3983 PROBLEMA COMPLEMENTARIO 3000 -1667 -1333 -667 -217 167 333 28 22 11 -19 11 9 4 -1 -4 -8 3 2
-3983
1137 1,1373
326 0,3256
0,9
0,65
0,8
8000
177
∑M.Com
FE 0,4
C FG 0,4
1,25
EF 0,4
-9820 22858 -13038 7434 -7434 3983 -3983 -26749 18749 -3492
-1,2377 -0,4676 1,7052 1,1373 -1,1373 -0,3256 0,3256 -0,2207 0,2207 0,1628
ECUACION DE TRABAJO VIRTUAL MBA -9820 -1,2377 .-MBE 13038 -1,7052 .-MEB -7434 -1,1373 .-0,36MCD -6750 -0,0794 125250 114285 -4,1596
3000 -833 -433 14 -39 -3
1705 1,7052 27474,9442 27474,9442 27474,9442 27474,9442 27474,9442 27474,9442 27474,9442 27474,9442 27474,9442 27474,9442
-5625 -656 -1148 144 -143 18 -22 3 -4
-1137 -1,1373
-43824,93 m*kgf 10011,61 m*kgf 33813,32 m*kgf 38679,60 m*kgf -38679,60 m*kgf -4962,74 m*kgf 4962,74 m*kgf -32811,54 m*kgf 24811,54 m*kgf 980,93 m*kgf
Eiα=
27474,9442
-326 -0,3256
27000 40500 10000
287 36 5
-102 144 -41 18 -7 3 -1
1
-166 -217 167 -19 15
333
-3492
216 -50 167 50 4
-8
-4
1,5 1,5 2,4
-221 -0,2207
40500 60750 24000 125250
221 0,2207
163 0,1628
JUNTA MIEMBRO RIGIDEZ ∑R FD
B BA 0.15
HG 0.3
0.71
0.32
0.525 0.29
H HI 0.375 0.925 0.41
K HK 0.25
KH 0.25
0.27
0.33
-2500 2,229
-20000 5,405 -2,784 752 -63 17
20000 2,703 -5,568 376 -125 8 -3
-271
KL 0.5 0.75
-8000
MOMENTO APLICADO
MOMENTOS PRIMARIO
BC 0.375
0.67
L LK 0.5 ∞ 0
J JH 0.3
JI 0.3
0.23
0.23
8,271
6,486
8,108
903
1,129
20
25
7,410
9,262
-16,672
17,392
JL 0.4
0.23
0.31
1.3
-6000 2700 5,571
JK 0.3
L LJ 0.4 ∞ 0
5616 0 -11,135
-5,568
-251
-125
-1,296
-1,296
-1,296
-1,728
-1,296
-1,296
-1,296
-1,728
-6
-11,392
-5,693
0
RESOLUCION: Problema Complementario No. 01 Nodo C Miembro CB CD Rigidez 0.3 0.5 ΣR 0.8 FD 0.375 0.625 Mom Junta Mprima.
-250 -37 -5
E EE´ 0 0.6875 0.727 0.000 PROBLEMA PRIMARIO
DE 0.5
1423 -5108 668 -417 98 -61 14 -9
2846 -2554 1335 -209 196 -31 29 -5 4
854
1
-6545 2846 -517 1335 -243 196 -36 29 -5 4
401 59 9
-3393
1613
1323
-2936
CB 900
CD 6250
DC 6250
DF -600
-873 -3923 357 -223 53 -33 8 -5
-1745 -1962 715 -112 105 -16 15 -2 2
-524
1
DE -3000 1364 -1745 317 715 -130 105 -19 15 -3 2
3250 3.2505
-872 -0.8722
-2378 -2.3783
-134 -20 -3
-1611 -1.6107
3392.55 -3392.55 1612.77 1323.20 -2935.97 -12490.04 35200.00 -22709.96
1611 1.6107
-1.6107 1.6107 3.2505 -0.8722 -2.3783 -0.3968 0.0000 0.3968
214 32 5
-14,297.56 -14,297.56 -14,297.56 -14,297.56 -14,297.56 -14,297.56 -14,297.56 -14,297.56
G
ED 0.5
0.435
3393
-2354
MCB MCD MDC MDF MDE MED MEE MEF
0.435
D DF 0.15 1.15 0.130
6750
-3065
Miembro Mcomplem.
DC 0.5
-13091 1423 -1035 668 -486 98 -71 14 -10
-12490
EF 0.1875
GF 0.5
0.273
35200 0
HG 0.25
0.667
0.333
0.400
0.600
-17200 -4909
12075 -8450
-388
-452
0
-182
-15
-2400 -2113 1355 -113 45 -4 2
1125
0
600 -4225 678 -226 23 -8
0
-27
0
-4
35200
-22710
3,158.28
-3,158.28
-3,227.51
3,227.51
EF -750 1023
GF
GH
HG
HA
0.75
PROBLEMA COMPLEMENTARIO ED EE´ -3000 0 2727 0 -873 635 0 357 -260 0 53 -38 0 8 -6 0
-397 -0.3968
0 0.0000
26,421.75 -26,421.75 -44,860.86 13,793.32 31,067.55 -6,817.37 35,200.00 -28,382.63
-97 -14 -2
397 0.3968
TRABAJO VIRTUAL 26,200.00 34,400.00 7,000.00 6,500.00
-4.00 -2.00 2.25 3.00
-104,800.00 -68,800.00 15,750.00 19,500.00 -138,350.00
-2544 7068 -3360 1323 -2936 -12490 -22710 -138350
1.2080 -3.3556 -6.7718 -0.8722 -2.3783 -0.3968 0.3968
-173999.3227
-12.1699
MCB MCD MDC MDF MDE MED MEE MEF
Eiψ=
23,029.20 -23,029.20 -46,473.64 12,470.12 34,003.52 5,672.66 0.00 -5,672.66
-14,297.56
ψ=
-0.00047659
radianes
HA 0.375 0.625
238
Ecuaciones de trabajo virtual .-0,75*MCB .-25/12*MCD .-25/12*MDC MDF MDE MED MEF
H GH 0.25
-0.02730627
grados
2033 68 2
RESOLUCION: Problema Complementario No. 02 Nodo C Miembro CB CD Rigidez 0.3 0.5 ΣR 0.8 FD 0.375 0.625 Mom Junta Mprima.
-250 -37 -5
E EE´ 0 0.6875 0.727 0.000 PROBLEMA PRIMARIO
DE 0.5
1423 -5108 668 -417 98 -61 14 -9
2846 -2554 1335 -209 196 -31 29 -5 4
854
1
-6545 2846 -517 1335 -243 196 -36 29 -5 4
401 59 9
-3393
1613
1323
-2936
CB 900
CD 6250
DC 6250
DF -600
-873 -3923 357 -223 53 -33 8 -5
-1745 -1962 715 -112 105 -16 15 -2 2
-524
1
DE -3000 1364 -1745 317 715 -130 105 -19 15 -3 2
3250 3.2505
-872 -0.8722
-2378 -2.3783
-134 -20 -3
-1611 -1.6107
3392.55 -3392.55 1612.77 1323.20 -2935.97 -12490.04 35200.00 -22709.96
1611 1.6107
-1.6107 1.6107 3.2505 -0.8722 -2.3783 -0.3968 0.0000 0.3968
214 32 5
-14,297.56 -14,297.56 -14,297.56 -14,297.56 -14,297.56 -14,297.56 -14,297.56 -14,297.56
-13091 1423 -1035 668 -486 98 -71 14 -10
-12490
EF 0.1875
GF 0.5
0.273
35200 0
26,421.75 -26,421.75 -44,860.86 13,793.32 31,067.55 -6,817.37 35,200.00 -28,382.63
-397 -0.3968
H GH 0.25
HG 0.25
0.667
0.333
0.400
0.600
-17200 -4909
12075 -8450
-388
-452
0
-182
-15
-2400 -2113 1355 -113 45 -4 2
1125
0
600 -4225 678 -226 23 -8
0
-27
0
-4
35200
-22710
3,158.28
-3,158.28
-3,227.51
3,227.51
EF -750 1023
GF
GH
HG
HA
0.75
PROBLEMA COMPLEMENTARIO ED EE´ -3000 0 2727 0 -873 635 0 357 -260 0 53 -38 0 8 -6 0
Ecuaciones de trabajo virtual MCB .25/9*MCD .25/9*MDC .-4/3*MDF .-4/3*MDE .-4/3*MED .-4/3*MEF
G
ED 0.5
0.435
3393
-2354
MCB MCD MDC MDF MDE MED MEE MEF
0.435
D DF 0.15 1.15 0.130
6750
-3065
Miembro Mcomplem.
DC 0.5
0 0.0000
0.625
238 -97 -14 -2
397 0.3968
TRABAJO VIRTUAL 26,200.00 34,400.00 7,000.00 6,500.00
5.33 2.67 -3.00 -4.00
139,733.33 91,733.33 -21,000.00 -26,000.00 184,466.67
3393 -9424 4480 -1764 3915 16653 30280 184466.6667
-1.6107 4.4742 9.0291 1.1629 3.1710 0.5290 -0.5290
231999.0969
16.2265
MCB MCD MDC MDF MDE MED MEE MEF
Eiα=
23,029.20 -23,029.20 -46,473.64 12,470.12 34,003.52 5,672.66 0.00 -5,672.66
-14,297.56
HA 0.375
2033 68 2
ESTRUCTURAS II PROBLEMARIO
PROF: ING. MARIO CENCI NOVIEMBRE 2014
JUNTA MIEMBRO KIJ
A AB 0,4
BA 0,4
B BC 0,15
0,42
-3150
∑KI
DB 0,4
0,16
0,42
0,80
-5175
6600
-6600
0,95
FIJ Mom. Vol. Mom. Prim.
D BD 0,4
-1459
-2917
-1094
-163
-327
-122
-17
-35
-13
-4
-1
-6432
-6406
Mo m. Co mp .
AB -2,40EIα -2400
BA -2,40EIα -2400
BC 0,60EIα 600
106
211
79
14
28
11
3
1
-2280 -2,2802
-2157 -2,1574
1511 -6432 -6406 12838 10802 -2802 -12744 6744
-2,2802 -2,1574 0,6910 1,4665 0,1676 -0,1676 -0,0522 0,0522
MAB MBA MBC MBD MDB MDE MED MEC
0,20
0,44
Ecuacion de Trabajo Virtual MAB 1511 MBA -6432 .-MBC 6406 .-MBD -12838 .-MDB -10802 .-MDE 2802 .-MED 12744 .-MEC -6744 -11400 -24754
8653 -2917 776 -327 83 -35 9 -4
17307 -1459 1551 -163 165 -17 18
12838 0 BD 2,40EIα 2400
10802 DB 2,40EIα 2400
-1102 211 -67 28 -7 3
-2204 106 -134 14 -14
691 0,6910
1466 1,4665 0
168 0,1676
-3753 -3753 -3753 -3753 -3753 -3753 -3753 -3753
10069,23 1665,38 -8999,32 7333,94 10172,64 -2172,64 -12548,31 6548,31
EC 0,125 0,225
-8000 3150
1511
∑Mo. Com.
ED 0,1
0,5
∑Mo. Prim.
Mo m. Co mp .
E DE 0,1
0,56 6000
-7033 4327 -481 388 -43 41 -5 4
-2802 8000 DE 0,60EIα 600 -244 -551 61 -33 4 -4
-168 -0,1676 0
-14067 2163 -961 194 -86 21 -9 2 -1
-12744 ED 0,60EIα 600 -489 -276 122 -17 7 -2 1
Eiα=
-1202 -108 -11 -1
6744 -6000 EC 0,50EIα 500 -611 153 9 1
-52 -0,0522
52 0,0522 0
13800 10000 13800 -27600
1,5 3 1,5 3
-2,2802 -2,1574 -0,6910 -1,4665 -0,1676 0,1676 0,0522 -0,0522 -6,5951
25650 -17583
-3753,3946
20700 30000 20700 -82800 -11400
METODO DE LOS DESPLAZAMIENTO. CROSS Nodo A Miembro AB BA Rigidez 0.28 ΣR CB 0 0.26 Mom Junta Mprima.
-5467
5467
-2587.5
-1,019
-2,037
-2,183
-60
-120
-129
-4
-7
-8
-6549
Miembro Mcomplem.
3302
-4907
BD 0.50 0.46
1800 3,178 -3,638 464 -215 27 -13
1604
AB -1680 1,091
BA -1680 2,181
BC 1600 2,337
-127
-253
-271
-7
-15
-16
-1
-1
BD -8333 3,895 976 -452 58 -27 3 -2
232 0.2323
3649 3.6489
-3881 -3.8812
-723 -0.7234
MAB MBA MBC MBD MDB MDE MDG MEC MEF
B BC 0.30 1.08 0.28
-6,549.27 3,302.45 -4,906.66 1,604.20 -3,590.47 1,294.29 2,296.18 516.00 -516.00
-0.7234 0.2323 3.6489 -3.8812 -4.5509 2.8443 1.7066 -1.9980 1.9980
1,502.6388 1,502.6388 1,502.6388 1,502.6388 1,502.6388 1,502.6388 1,502.6388 1,502.6388 1,502.6388
D DE 0.30 0.98 0.510 0.306 PROBLEMA PRIMARIO DB 0.50
E DG 0.18
EC 0.30
EF 0.45 0.75
0.184
0.400
0.600
860 -344
-516
-9000 6,356 -1,819 928 -107 55 -6 3
-3111 3,814
-347 2,288
557
334
33
20
2
1
-3590
1294
2296
516
-516
DG 960
EC -3330 1,332
1,998
-1998 -1.9980
1998 1.9980
PROBLEMA COMPLEMENTARIO DB DE -8,333 1600 1,947 1,952 1,171 -226 115 69 -13 4 7
-4551 -4.5509
2844 2.8443
EF
703 41 2
1707 1.7066
-7636.29 3651.54 576.33 -4227.87 -10428.86 5568.29 4860.57 -2486.27 2486.27
TRABAJO VIRTUAL 18,200.00 -12,600.00 6,900.00 7,000.00 6,500.00 4,600.00
2.00 1.17 2.00 1.33 1.33 2.78
Ecuaciones de trabajo virtual MAB MBA .-4/3MBC 25/9MBD 25/9MDB .-4/3MDE .-4/3MDG 25/9MEC
-6549 3302 6542 4456 -9974 -1726 -3062 1433 66,277.78
-0.7234 0.2323 -4.8652 -10.7812 -12.6414 -3.7924 -2.2755 -5.5500
60,701.79
-40.40
Eiψ=
1,502.64
ψ=
5.0088E-05
radianes
36,400.00 -14,700.00 13,800.00 9,333.33 8,666.67 12,777.78 66,277.78
0.00286982
JUNTA MIEMBRO RIGIDEZ ?R FD
C CD 0.4 ? 0.00
D DC 0.4
E DE 0.5
ED 0.5
EF 0.3
0.44
0.56
0.625
0.375
4,500
-4,500 -1,135
-49
-99
-4
-9
15,300 23,109 -710 444 -62 39 -5 3
-52,275 13,866
-568
-4,500 11,555 -1,419 222 -123 19 -11
0.8
0.9
MOMENTO APLICADO
MOMENTOS PRIMARIOS
MOMENTOS COMPLEMENTARIOS CASO No. 1 Eiψ = 1000
?(MOM. COMPLEM. No.1) ?(MOM. COMPLEM. No.1)/1000
23 2
3,879
-5,743
5,743
38,118
-38,118
-2.40Eiψ -2,400
-2.40Eiψ -2,400 -1,702
-74
-148
-6
-13
8.33Eiψ 8,333 -4,208 -1,064 665 -92 58 -8 5
-1.60Eiψ -1,600 -2,525
-851
-1
8.33Eiψ 8,333 -2,104 -2,127 332 -185 29 -16 3 -1
-4,264 -4.2635
4,264 4.2635
3,688 3.6885
-3,688 -3.6885
-3.00Eiα -3,000 1,313 651 -407 57 -35 5 -3
0.90Eiψ 900 788
1
-3.00Eiα -3,000 656 1,302 -203 113 -18 10 -2 1
1,141 1.1406
-1,141 -1.1406
-1,420 -1.4203
1,420 1.4203
-3,331 -3.3312
CASO No. 2 Eiα = 1000
?(MOM. COMPLEM. No.2) ?(MOM. COMPLEM. No.2)/1000
266
521
1,042
45
90
4
8
570 0.5700
399 35 3
-244 -21 -2
MCD MDC MDE MED MEF
TRABAJO VIRTUAL No.1 MCD MDC .-(25/9)*MDE .-(25/9)*MED .4/3*MEF
TRABAJO VIRTUAL No.2 MDE MED .-3/4*MEF
0.5700 1.1406 -1.1406 -1.4203 1.4203
65214.3115 65214.3115 65214.3115 65214.3115 65214.3115
3,879 -5,743 5,743 38,118 -38,118
-3.3312 -4.2635 4.2635 3.6885 -3.6885
3,878.73 -5,742.53 -15,951.48 -105,883.77 -50,824.21 -179,000.00 -353,523.26
-3.3312 -4.2635 -11.8431 -10.2458 -4.9180
0.5700 1.1406 3.1684 3.9454 1.8938
-34.60
10.72
5,742.53 38,118 28,589 111600 184,049.31
4.2635 3.6885 2.7664
-1.1406 -1.4203 -1.0652
10.72
-3.63
243517.68 -74565.8051 243517.68 -6023.93643 243517.68 6023.93643 243517.68 -67213.678 243517.68 67213.678
-34.601658 10.718392 125.472250 -114.880779 10.591471 Eiψ = 370.87 -370.87 0.00 Eiα =
CASO No. 2-1 Eiα = 1000
TRABAJO VIRTUAL No.1 MCD MDC .-MDE .-MED
TRABAJO VIRTUAL No.2 MDE MED .-3/4*MEF
DC -2.40Eiα -2,400 -267
197
394
17
34
-2,319 -2.3195
?(MOM. COMPLEM. No.2) ?(MOM. COMPLEM. No.2)/1000
MCD MDC MDE MED MEF
CD -2.40Eiα -2,400 -133
-114.88 125.47 10.59 243517.684
ED 3.00Eiα 3,000 -167 -1,771 246 -154 21 -13
-1,063
3
-2,236 -2.2360
2,236 2.2360
1,163 1.1627
-1,163 -1.1627
0.5700 1.1406 -1.1406 -1.4203 1.4203
3,879 -5,743 -5,743 -38,118 19400 -26,324.49
0.5700 1.1406 1.1406 1.4203
-2.3195 -2.2360 -2.2360 -1.1627
4.27
-7.95
5,742.53 38,118.16 28,588.62 111600 184,049.31
-1.1406 -1.4203 -1.0652
2.2360 1.1627 0.8721
-3.63
4.27
-2.3195 -2.2360 2.2360 1.1627 -1.1627
353523.255203 -184049.306420
-38.865882 -1281943.139173 38.865882 1972658.621936 0.000000 690715.482763 65214.3115
DE 3.00Eiα 3,000 -333 -885 492 -77 43 -7 4
3,879 -5,743 5,743 38,118 -38,118
127495.22 127495.22 127495.22 127495.22 127495.22
10.718099 -3.626192
EF
-92 -8
65156.8704 -74583.9126 65156.8704 -6011.26117 65156.8704 6011.26117 65156.8704 -67206.435 67206.435 65156.8704
4.271535 -3.626192 18.242930 -28.843738 -10.600808 Eiψ = 15.49 -15.49 0.00 Eiα =
-7.954278 4.270813
26324.488234 -184049.306420
-33.971235 112426.970853 33.971235 -1463979.341395 0.000000 -1351552.370542 127495.22 -28.84 18.24 -10.60 65156.8704
95,457.64 -786,173.13 -690,715.48
-3,789,200.70 6,368,411.17 2,579,210.47
JUNTA MIEMBRO RIGIDEZ ∑R FD
B BA 0.15
HG 0.3
0.71
0.32
0.525 0.29
H HI 0.375 0.925 0.41
K HK 0.25
KH 0.25
0.27
0.33
-2500 2,229
-20000 5,405 -2,784 752 -63 17
20000 2,703 -5,568 376 -125 8 -3
-271
KL 0.5 0.75
-8000
MOMENTO APLICADO
MOMENTOS PRIMARIO
BC 0.375
0.67
L LK 0.5 ∞ 0
J JH 0.3
JI 0.3
0.23
0.23
8,271
6,486
8,108
903
1,129
20
25
7,410
9,262
-16,672
17,392
JL 0.4
0.23
0.31
1.3
-6000 2700 5,571
JK 0.3
L LJ 0.4 ∞ 0
5616 0 -11,135
-5,568
-251
-125
-1,296
-1,296
-1,296
-1,728
-1,296
-1,296
-1,296
-1,728
-6
-11,392
-5,693
0
JUNTA MIEMBRO RIGIDEZ
A AB
B BA 0.40
ΣMPrimarios MIEMBRO MCOMPLEM
ΣMComplemen
MIEMBRO MCOMPLEM
EB
0.40 0.60 0.67
Maplicado Mprimario
E BE
EF
0.20 0.33
0.20 0.65 0.31
0.45 0.69
5000
-826
-1,652
-21
-42
-1
-1
-847 -1,695 PROBLEMA COMPLEMENTARIO 1 AB BA -2400 -2400 402 804 73
145
2
4
-1,924 -1,447 -1.9236 -1.4471 PROBLEMA COMPLEMENTARIO 2 AB BA 402
804
-145
-291
-4
-7
-3000 465 -813 63 -21 2 -1
3000 930 -407 126 -10 3
-6000 2,070
-3,305
3,642
-3,642
BE
EB
281 7
EF
1200 396 -217 72 -6 2
1200 198 -433 36 -11
-965
1,447 1.4471
989 0.9893
-989 -0.9893
BE -1,200 396 434 -143 11 -4
EB -1200 198 869 -72 22 -2 1
-25
EF -1800 1933 49 1
ΣMComplemen
253 0.2528
506 0.5056
-506 -0.5056
-184 -0.1841
184 0.1841
MAB MBA MBE MEB MEF
-847 -1,695 -3,305 3,642 -3,642
-1.9236 -1.4471 1.4471 0.9893 -0.9893
29,019.43 29,019.43 29,019.43 29,019.43 29,019.43
0.2528 0.5056 -0.5056 -0.1841 0.1841
242,674.52 242,674.52 242,674.52 242,674.52 242,674.52
TRABAJO VIRTUAL No.1 MAB -847 MBA -1,695 .-MBE 3,305 .-MEB -3,642 -180,000 -182,879.35 TRABAJOVIRTUAL No.2 MBE MEB MEF
-3,305 3,642 -3,642 84,000 80,694.87
-182,879.3540 80,694.8686
-1.9236 -1.4471 -1.4471 -0.9893
0.2528 0.5056 0.5056 0.1841
-5.8071
1.4480
1.4471 0.9893 -0.9893
-0.5056 -0.1841 0.1841
1.4471
-0.5056
-5.8071 Eiα 1.4471 Eiα
-92458.36794 -2.93587287 116847.5016 2.09543143 24389.13362 -0.84044143 -182,879 80,695
-5.8071 Eiα 1.4471 Eiα
-264645.5658 -8.40341176 468599.2832 8.40341176 203953.7174 0
4,676.68 79,000.00 -84,000.00 -12,323.32 12,323.32
1.4480 Eiβ -0.5056 Eiβ 0.732074123 -0.73207412 0
6 8 8
-36000 -48000 -96000 -180000
6000 -8000 6000 12000
2 3 4 6
12000 -24000 24000 72000 84000
0.5056 1.4480
Eiα=
1.4480 Eiβ -0.5056 Eiβ 2.095431434 -2.93587287 -0.84044143
-6000 -6000 -12000
29,019.43 1.4471 5.8071
Eiβ=
242,674.52
ESTRUCTURAS II II EXAMEN PARCIAL METODO DE CROSS 29-05-2015
PROF: ING. MARIO CENCI MAYO 2015
JUNTA MIEMBRO RIGIDEZ
A AB 0.19
D
C CB 0.30
CD 0.30
DC 0.30
0.50
0.69
0.43
0.60 0.50 Maplicados MPrimario
20,400 505 44 4
ΣMPrimarios
0 20,952 PROBLEMA COMPLEMENTARIO 1 MIEMBRO AB CB MCOMPLEM -750 1,200 -600 -52 -5
-750 543 -0.7500 0.5435 PROBLEMA COMPLEMENTARIO 2 MIEMBRO AB CB MCOMPLEM 0 0 ΣMCompleme
496 43 4
ΣMCompleme
DF 0.13
-11,700 -9,709 505 -87 44 -8 4 -20,952 CD
0.31
7,000.00 11,700 -19,418 252 -175 22 -15
-543 -0.5435
-101 -0.1006
CD -1,800 808 496 -86 43 -7 4
DC -1,800 1,616 248 -172 21 -15 2 -1
-543 -0.5427
-101 -0.1007
0 20,952 -20,952 -7,634 634
-0.7500 0.5435 -0.5435 -0.1006 0.1006
41,333.33 41,333.33 41,333.33 41,333.33 41,333.33
0.0000 0.5427 -0.5427 -0.1007 0.1007
TRABAJO VIRTUAL1 MAB 0.00 .-MCB -20,952.10
-0.750000 -0.543478
0.000000 -0.542696
-20,952.10
-1.293478
-0.542696
-0.543478 -0.100609 0.100609
-0.542696 -0.100729 0.100729
-0.543478
-0.542696
-20,952 -51,952
-1.2935 Eiα -0.5435 Eiα
20952.09691 1.293477848 -51,952 -0.5435 -31000 0.75
-20,952 -51,952
-1.2935 Eiβ -0.5435 Eiβ
-11387.00055 -0.70297656 67198.88653 0.702976558 55811.88598 0
634
-300 208 -26 18 -2 2
543 0.5427
TRABAJOVIRTUAL 2 MCD -20,952.10 MDC -7,634.24 MDF 634.24 -24000.000000 -51952.096912
-7
DF
0 0.0000
MAB MCB MCD MDC MDF
-77
-7,634 DC
-600 104 -52 9 -5
9,300 -8,582
92 8 1 101 0.1006 DF -530 714 -76 -7 -1
101 0.1007
-137,122.50 -31000 -137,122.50 -31000 -137,122.50 31000 -137,122.50 2019.44179 -137,122.50 -9019.44179
-0.5427 Eiβ -0.5427 Eiβ 0.542696098 -0.5427 0
Eiα=
41,333.33
Eiβ=
-137,122.50
-0.5427 Eiβ -0.5427 Eiβ -0.29494331 0.701965381 0.407022073
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