Calculo Esforco_Mecanico

7/28/2019 Calculo Esforco_Mecanico

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Clculo de Esfor

Formulrios de clculos

Clculo de flechas dos condutores

Clculo do tipo de estai

Clculo do vo bsico

Clc. do ngulo de mont. do estai

Carac

Configuraes iniciais

Alturas

Vo ficticio

Clculo da TMR

Clc. de engastamento profundo

Dimensionamento de estruturas

Cara

TClculo de flechas em multiplex


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os Mecnicos

Materiais Outros

Configuraes

Configuraes

Parmetros

erstica dos condutores

verticais dos condutores

Crditos

terstica dos materiais

abelas de esforos

Verso 2.0

Ultima atualizao em:Junho - 2007

Calculadora

Condutores (kg / m)

Esforo do vento nos condutores

Fora vertical (Arrancamento)

Angulos de metros p/ graus


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CondutorDistncia do Vo REFERNCIA pares peso

40 60 80 100 120 140 0 0

6 CA 88 88 88 88 88 88 CEEE 10 0.0874 CA 140 140 140 140 140 140 CEEE 20 0.1252 CA 145 145 145 145 145 145 FECOERGS 30 0.163

1/0 CA 230 230 230 230 230 230 50 0.2352/0 CA 315 315 315 315 315 315 CEEE 75 0.3333/0 CA 400 400 400 400 400 365 RGE 100 0.4224/0 CA 460 460 460 460 460 460 FECOERGS 150 0.605

336,4 CA 735 735 735 735 735 735 FECOERGS 200 0.789477 CA 1200 1200 1200 1200 1200 1200 RGE 300 1.121

6 CAA 88 88 88 88 88 88 FECOERGS 400 1.462

4 CAA 240 240 240 280 295 295 FECOERGS 600 2.1332 CAA 380 380 380 400 420 420 FECOERGS

1/0 CAA 600 600 600 580 610 610 FECOERGS2/0 CAA 750 750 750 730 760 760 FECOERGS3/0 CAA 1200 1200 1200 1100 1100 1100 FECOERGS4/0 CAA 1200 1200 1200 1100 1100 1100 FECOERGS

336,4 CAA 1900 1900 1900 1900 1900 1900 FECOERGS

CAZ 3,09 430 430 430 430 430 430 CEEECAZ 4,17 670 670 670 670 670 670 CEEE

8 CC 80 80 90 90 90 90 CEEE6 CC 115 115 136 136 136 136 CEEE4 CC 160 160 214 214 214 214 CEEE2 CC 235 235 330 330 330 330 CEEE

1/0 CC 340 340 540 540 540 540 CEEE2/0 CC 405 405 640 640 640 640 CEEE3/0 CC 490 490 640 640 640 640 CEEE4/0 CC 595 595 969 969 969 969 CEEE

1#1x35 (50) mm 280 280 280 280 280 280

FECOERGS

1#1X50 (50) mm 280 280 280 280 280 2801#1x70 (50) mm 280 280 280 280 280 280

1#1x120 (70) mm 400 400 400 400 400 4002#1x35 (50) mm 280 280 280 280 280 2802#1X50 (50) mm 280 280 280 280 280 2802#1x70 (50) mm 280 280 280 280 280 280

3#1x120 (70) mm 400 400 400 400 400 4003#1x35 (50) mm 280 280 280 280 280 2803#1X50 (50) mm 280 280 280 280 280 2803#1x70 (50) mm 280 280 280 280 280 280

3#1x120 (70) mm 400 400 400 400 400 40035 - 15 kV 190 190 190 190 190 190

50 - 15 kV 270 270 270 270 270 27095 - 15 kV 390 390 390 390 390 390

Menu


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150 - 15 kV 450 450 450 450 450 450185 - 15 kV 820 820 820 820 820 82050 - 25 kV 445 445 445 445 445 44595 - 25 kV 585 585 585 585 585 585150 - 25 kV 150 150 150 150 150 150


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15 20 25

Telefonia estai de ncora

posio no poste trao : 1.50 ngulo : 45

0.0 0 calada travessia CRT GVT

0.2 0.20 4.70 5.20 385 393 6.35 2150 ea1 1433 10140.2 0.20 4.70 5.20 385 393 7.94 3620 ea2 2413 17060.2 0.20 4.70 5.20 385 405 9.53 4900 ea3 3267 23100.4 0.30 4.80 5.30 379 405

0.4 0.30 4.80 5.30 379 421

0.6 0.35 4.85 5.35 397 440

0.6 0.35 4.85 5.35 397 440

0.8 0.40 4.90 5.40 417 501 estai de poste a poste (EPP)1.2 0.50 5.00 5.50 460 545 : 1.50 ngulo : 10

1.4 0.55 5.05 5.55 482787

Car

2.0 0.70 5.20 5.70 546 850 6.35 2150 epp1 1433 14127.94 3620 epp2 2413 23779.53 4900 epp3 3267 3217

estai de cruzeta a poste (ECP)em Y e V : 1.50 ngulo : 10

Car6.35 2150 ecpy1 1433 14127.94 3620 ecpy2 2413 23779.53 4900 ecpy3 3267 32176.35 2150 ecpv1 1433 28607.94 3620 ecpv2 2413 48209.53 4900 ecpv3 3267 6320

peso-tabela

flecha-40

mm2Carga

NominalCarga deTrabalho

: coeficiente de segurana

mm2 CargaNominal

Carga deTrabalho


mm2

Carga

Nominal

Carga de

Trabalho



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ea2+ea2 2913


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2 3 4 5 7 8 9 10 11 12 13 #

CARACTERSTICA DOS POSTES CARACTERSTICA DOS POSTES

Peso base Peso base (dimenso)

CONCRETO TRONCO CNICO CONCRETO DUPLO T Face A Face B (face A) (face B)

9

200 670 0.33

9

200 470 0.26 0.2 0.625 0.33

400 740 0.35 300 750 0.39 0.29 0.787 0.49

600 910 0.37 400 750 0.39 0.3 0.787 0.49

1000 1100 0.41 600 750 0.39 0.29 0.787 0.49

10

200 790 0.35

400 860 0.37

10

200 600 0.28 0.21 0.663 0.36

600 1060 0.39

1000 1270 0.43 400 900 0.42 0.31 0.856 0.56

600 900 0.45 0.33 0.856 0.56

11

200 790 0.35

400 860 0.45

600 1060 0.39

11

200 720 0.30 0.22 0.663 0.36

1000 1270 0.43 300 1050 0.45 0.33 0.856 0.56

1500 1760 0.51 400 1050 0.45 0.34 0.856 0.56

600 1050 0.45 0.33 0.856 0.56

1000 1330 0.49 0.36 0.908 0.608

12

200 1040 0.39

400 1130 0.41

600 1370 0.43

1000 1640 0.47

12

200 780 0.31 0.23 0.663 0.36

1500 1980 0.53 300 1210 0.48 0.35 0.89 0.59

400 1210 0.48 0.35 0.89 0.59

600 1210 0.48 0.35 0.89 0.59

1000 1520 0.518 0.38 0.942 0.642

13

200 1170 0.41 1500 2100 0.602 0.44 1.045 0.746400 1280 0.43

600 1540 0.45

1000 1840 0.49

1500 2210 0.55 300 1400 0.50 0.37 0.925 0.63

600 1400 0.50 0.37 0.925 0.63

Comprimento Carga

Nominal

Comprimento Carga

Nominal

diagonal (para oclculo da Base

concretada

Menu


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13


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18 19 22 23 24 25 26 31

ESCORA DE SUBSOLO Compres. do t

comprimento - c 1.00 MADEIRA Banhado

dimetro (altura)- a 0.20 CompriCarga peso base Topo Arenosoprofundidade - b 0.50 9 295 210 0.22 0.15 Rochoso

10 255 230 0.23 0.15 Solo A

11 300 300 0.24 0.15 Solo B

CORDOALHA DO ESTAI12 265 325 0.24 0.15

13 230 370 0.25 0.15

(2) Carga Ruptura6.35 2150

7.94 3620 ngulo Montagem

9.53 4900 TERRENO

Coef. segurana 1.50 Coeficiente


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32

rreno BASE CONCRETADA DT BASE CONCRETADA CC Condutor

1000 altura do 9 m 0.60 altura do 9 m 0.60 8 CAA

2000 concreto-g 10 m 0.65 concreto-g 10 m 0.65 6 CAA

3000 11 m 0.70 11 m 0.70 4 CAA

1600 12 m 0.75 12 m 0.75 2 CAA

1400 13 m 0.80 13 m 0.80 1/0 CAA

dimetro da 200 0.66 dimetro da 200 0.60 2/0 CAA

vala - f 300 0.90 vala - f 400 0.70 3/0 CAA

400 0.90 600 0.90 4/0 CAA

600 0.90 1000 1.30 336,4 CAA1000 1.10 1500 1.60 1X35(35) CAA

45 1500 2000 1X50(50) CAA2000 1.95 2500 2X35(35) CAA

2000 2500 3000 2X50(50) CAA3000 2X70(70) CAA

3X35(35) CAA

Constante 1.00 3X50(50) CAA3X70(70) CAA

8 CA

6 CA

4 CA

2 CA

1/0 CA

2/0 CA

3/0 CA

4/0 CA

336,4 CA

1X35(35) CA

1X50(50) CA

2X35(35) CA

2X50(50) CA

2X70(70) CA

3X35(35) CA

3X50(50) CA

3X70(70) CA

CAZACO1/4ACO5/16ACO3/8

1X10(10)CA1X16(16)CA

8 CC


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6 CC

4 CC

2 CC

1/0 CC

2/0 CC

3/0 CC

4/0 CCAM FIO 4FITA AMAR


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Peso Kg / Km

53.7

85.4

135.9

216.1

272.6

343.6

433.3

784.5

58.4

92.7

147.5

185.9

234.4

295.6

470.1

100.8180.4305.1406.8

7911274.4


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118.2

188

305

485

611

771

97257.12

27.1


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CLCULO DO ENGASTAMENTODados do poste VALOR DA TRAO NO TOPO (daN)

Altura dan Tipo concatenar SIMPLES Estai sugerido

9 200 CC 9 200 CC 262 353 380 5089 400 CC 9 400 CC 278 367 392 6029 600 CC 9 600 CC 294 380 405 8009 1000 CC 9 1000 CC 326 406 429 1241 BC9 CC 9 CC9 CC 9 CC9 CC 9 CC9 CC 9 CC10 200 CC 10 200 CC 293 376 400 532

10 400 CC 10 400 CC 309 390 413 62910 600 CC 10 600 CC 326 404 426 83410 1000 CC 10 1000 CC 359 432 453 1285 BC10 CC 10 CC10 CC 10 CC10 CC 10 CC10 CC 10 CC11 200 CC 11 200 CC 318 400 423 57411 400 CC 11 400 CC 409 478 498 67811 600 CC 11 600 CC 355 431 453 89511 1000 CC 11 1000 CC 391 463 483 1370 BC11 1500 CC 11 1500 CC 464 525 543 1796 BC

11 CC 11 CC11 CC 11 CC11 CC 11 CC12 200 CC 12 200 CC 386 461 482 62312 400 CC 12 400 CC 405 478 498 73512 600 CC 12 600 CC 425 495 515 97012 1000 CC 12 1000 CC 465 530 548 1479 BC12 1500 CC 12 1500 CC 524 582 598 1917 ESD12 CC 12 CC

Face doposte

ESCORASIMPLES

ESCORADUPLA

CONCRETADO


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CC CCCC CC

13 200 CC 13 200 CC 439 511 531 67313 400 CC 13 400 CC 461 530 549 79313 600 CC 13 600 CC 482 549 568 104413 1000 CC 13 1000 CC 525 587 604 1585 ESS

13 1500 CC 13 1500 CC 589 644 659 2046 ESS13 CC 13 CC13 CC 13 CC13 CC 13 CC9 295 MD 9 MD 175 281 302 010 255 MD 10 MD 192 291 311 011 300 MD 11 MD 218 314 333 012 265 MD 12 MD 237 331 350 013 230 MD 13 MD 268 359 378 0

Face 'A' 9 200 DT 9 200 DT Face 'A' 210 310 339 526Face 'A' 9 300 DT 9 300 DT Face 'A' 311 394 418 684Face 'A' 9 400 DT 9 400 DT Face 'A' 311 394 418 684

Face 'A' 9 600 DT 9 600 DT Face 'A' 311 394 418 684Face 'A' 9 DT 9 DT Face 'A'Face 'A' 9 DT 9 DT Face 'A'Face 'A' 9 DT 9 DT Face 'A'Face 'A' 9 DT 9 DT Face 'A'Face 'A' 9 DT 9 DT Face 'A'Face 'A' 10 200 DT 10 200 DT Face 'A' 234 326 353 587Face 'A' 10 DT 10 DT Face 'A'Face 'A' 10 400 DT 10 400 DT Face 'A' 351 425 447 784Face 'A' 10 600 DT 10 600 DT Face 'A' 376 447 467 784Face 'A' 10 DT 10 DT Face 'A'

Face 'A' 10 DT 10 DT Face 'A'Face 'A' 10 DT 10 DT Face 'A'Face 'A' 10 DT 10 DT Face 'A'Face 'A' 10 DT 10 DT Face 'A'Face 'A' 11 200 DT 11 200 DT Face 'A' 269 358 383 637Face 'A' 11 300 DT 11 300 DT Face 'A' 408 477 496 847Face 'A' 11 400 DT 11 400 DT Face 'A' 408 477 496 847Face 'A' 11 600 DT 11 600 DT Face 'A' 408 477 496 847Face 'A' 11 1000 DT 11 1000 DT Face 'A 446 510 528 912Face 'A' 11 DT 11 DT Face 'A'Face 'A' 11 DT 11 DT Face 'A'

Face 'A' 11 DT 11 DT Face 'A'Face 'A' 11 DT 11 DT Face 'A'Face 'A' 12 200 DT 12 200 DT Face 'A' 306 392 415 688Face 'A' 12 300 DT 12 300 DT Face 'A' 471 535 553 954Face 'A' 12 400 DT 12 400 DT Face 'A' 471 535 553 954Face 'A' 12 600 DT 12 600 DT Face 'A' 471 535 553 954Face 'A' 12 1000 DT 12 1000 DT Face 'A 512 571 588 1023Face 'A' 12 1500 DT 12 1500 DT Face 'A 595 644 658 1166


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Face 'A' 12 DT 12 DT Face 'A'Face 'A' 12 DT 12 DT Face 'A'Face 'A' 12 DT 12 DT Face 'A'Face 'A' 13 300 DT 13 300 DT Face 'A' 540 600 617 1072Face 'A' 13 DT 13 DT Face 'A'Face 'A' 13 600 DT 13 600 DT Face 'A' 540 600 617 1072

Face 'A' 13 DT 13 DT Face 'A'Face 'A' 13 DT 13 DT Face 'A'Face 'A' 13 DT 13 DT Face 'A'Face 'A' 13 DT 13 DT Face 'A'Face 'A' 13 DT 13 DT Face 'A'Face 'B' 9 200 DT 9 200 DT Face 'B' 159 268 299 518Face 'B' 9 300 DT 9 300 DT Face 'B' 230 327 355 666Face 'B' 9 400 DT 9 400 DT Face 'B' 238 334 361 666Face 'B' 9 600 DT 9 600 DT Face 'B' 230 327 355 666Face 'B' 9 DT 9 DT Face 'B'Face 'B' 9 DT 9 DT Face 'B'

Face 'B' 9 DT 9 DT Face 'B'Face 'B' 9 DT 9 DT Face 'B'Face 'B' 9 DT 9 DT Face 'B'Face 'B' 10 200 DT 10 200 DT Face 'B' 176 277 306 575Face 'B' 10 DT 10 DT Face 'B'Face 'B' 10 400 DT 10 400 DT Face 'B' 259 347 373 765Face 'B' 10 600 DT 10 600 DT Face 'B' 276 362 386 765Face 'B' 10 DT 10 DT Face 'B'Face 'B' 10 DT 10 DT Face 'B'Face 'B' 10 DT 10 DT Face 'B'Face 'B' 10 DT 10 DT Face 'B'

Face 'B' 10 DT 10 DT Face 'B'Face 'B' 11 200 DT 11 200 DT Face 'B' 200 298 326 626Face 'B' 11 300 DT 11 300 DT Face 'B' 300 384 408 824Face 'B' 11 400 DT 11 400 DT Face 'B' 309 392 416 824Face 'B' 11 600 DT 11 600 DT Face 'B' 300 384 408 824Face 'B' 11 1000 DT 11 1000 DT Face 'B 328 408 431 882 BCFace 'B' 11 DT 11 DT Face 'B'Face 'B' 11 DT 11 DT Face 'B'Face 'B' 11 DT 11 DT Face 'B'Face 'B' 11 DT 11 DT Face 'B'Face 'B' 12 200 DT 12 200 DT Face 'B' 227 322 349 674Face 'B' 12 300 DT 12 300 DT Face 'B' 346 426 449 929Face 'B' 12 400 DT 12 400 DT Face 'B' 346 426 449 929Face 'B' 12 600 DT 12 600 DT Face 'B' 346 426 449 929Face 'B' 12 1000 DT 12 1000 DT Face 'B 376 452 474 990 BCFace 'B' 12 1500 DT 12 1500 DT Face 'B 435 504 523 1117 BCFace 'B' 12 DT 12 DT Face 'B'Face 'B' 12 DT 12 DT Face 'B'Face 'B' 12 DT 12 DT Face 'B'Face 'B' 13 300 DT 13 300 DT Face 'B' 397 473 494 1042


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Face 'B' 13 DT 13 DT Face 'B'Face 'B' 13 600 DT 13 600 DT Face 'B' 397 473 494 1042Face 'B' 13 DT 13 DT Face 'B'Face 'B' 13 DT 13 DT Face 'B'Face 'B' 13 DT 13 DT Face 'B'Face 'B' 13 DT 13 DT Face 'B'

Face 'B' 13 DT 13 DT Face 'B'


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Poste

TIPOD

E

ESTAIA

USAR

9 10 11ea1 ea1 ea1

#VALUE! #VALUE! #VALUE!epp1 epp1 epp1ecpy1 ecpy1 ecpy1ecpv1 ecpv1 ecpv1

9 1000 CC BC 10 1000 CC BC 11 1000 CC BC11 1500 CC BC

11 1000 DT Face 'B' BC


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15 20

Esforo = 528

12 13 Esforo (MD): Topoea1 ea1 Esforo (DT): Topo

#VALUE! #VALUE! Esforo (CC): Topoepp1 epp1 Face 'A"ecpy1 ecpy1ecpv1 ecpv1

Cabo Estai6.35 ea1

12 1000 CC BC 13 1000 CC ESS 7.94 ea212 1500 CC ESD 13 1500 CC ESS 9.53 ea3

7.94 ea2+ea29.53 ea3+ea36.35 epp17.94 epp29.53 epp36.35 ecpy17.94 ecpy29.53 ecpy36.35 ecpv17.94 ecpv2

9.53 ecpv3

12 1000 DT Face 'B' BC12 1500 DT Face 'B' BC


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25

kgf

Valores para o clculo dos estais100%60% SIMPLES 30% Tamanho do brao do estai EV 2,560% ESS 90% Terreno utilizado 200050% ESD 90%

BC 90%

Poste Tipo de estaiEsforo ev1 ev2 ev3

1,014 9 #VALUE! #VALUE! #VALUE!1,706 10 #VALUE! #VALUE! #VALUE!2,310 11 #VALUE! #VALUE! #VALUE!

2,913 12 #VALUE! #VALUE! #VALUE!3,943 13 #VALUE! #VALUE! #VALUE!14122377321714122377321728604820

6320

Valores de segurana

para os estais


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CLCULOPoste de concreto Tronco Cnico DADOS DO POSTE dados escor

Comprimento carga peso t h* b m n

9200 9 200 670 1.5 7.00 0.33 1.00 0.209400 9 400 740 1.5 7.00 0.35 1.00 0.209600 9 600 910 1.5 7.00 0.37 1.00 0.20

91000 9 1000 1100 1.5 7.00 0.41 1.00 0.209 99 99 99 99 9 200 670 1.6 7.00 0.33 1.00 0.20

10200 10 200 790 1.6 8.20 0.35 1.00 0.2010400 10 400 860 1.6 8.20 0.37 1.00 0.2010600 10 600 1060 1.6 8.20 0.39 1.00 0.20101000 10 1000 1270 1.6 8.20 0.43 1.00 0.20

10 1010 1010 1010 1010 10 0 #N/A 1.6 8.20 #N/A 1.00 0.20

11200 11 200 790 1.7 9.10 0.35 1.00 0.2011400 11 400 860 1.7 9.10 0.45 1.00 0.2011600 11 600 1060 1.7 9.10 0.39 1.00 0.20111000 11 1000 1270 1.7 9.10 0.43 1.00 0.20111500 11 1500 1760 1.7 9.10 0.51 1.00 0.20

11 1111 1111 1111 11 0 #N/A 1.6 9.10 #N/A 1.00 0.20

12200 12 200 1040 1.8 10.00 0.39 1.00 0.2012400 12 400 1130 1.8 10.00 0.41 1.00 0.2012600 12 600 1370 1.8 10.00 0.43 1.00 0.20121000 12 1000 1640 1.8 10.00 0.47 1.00 0.20121500 12 1500 1980 1.8 10.00 0.53 1.00 0.20

12 12

12 12 0 #N/A 1.6 10.00 #N/A 1.00 0.2013200 13 200 1170 1.9 10.90 0.41 1.00 0.2013400 13 400 1280 1.9 10.90 0.43 1.00 0.2013600 13 600 1540 1.9 10.90 0.45 1.00 0.20131000 13 1000 1840 1.9 10.90 0.49 1.00 0.20131500 13 1500 2210 1.9 10.90 0.55 1.00 0.20

13 1313 1313 1313 13 0 #N/A 1.6 10.90 #N/A 1.00 0.20


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* calculado a 0,20 m do topo doPoste de Madeira

comprimento carga peso t h b m n9 295 210 1.5 7.00 0.22 1.00 0.2010 255 230 1.6 8.20 0.23 1.00 0.20

11 300 300 1.7 9.10 0.24 1.00 0.2012 265 325 1.8 10.00 0.24 1.00 0.2013 230 370 1.9 10.90 0.25 1.00 0.20

terreno: Concreto Peso especfico

2000 25000.0 2400 kg/m3

CLCULO DO ESTAI VERTICALPoste de Concreto Brao: 2,5 m dados da escor

comprimento carga b m n9 200 670 1.5 7.0 0.33 1.00 0.20

9 600 910 1.5 7.0 0.37 1.00 0.209 1000 1100 1.5 7.0 0.41 1.00 0.20

10 200 790 1.6 8.2 0.35 1.00 0.20

10 400 860 1.6 8.2 0.37 1.00 0.2010 600 1060 1.6 8.2 0.39 1.00 0.20

10 1000 1270 1.6 8.2 0.43 1.00 0.2011 200 790 1.7 9.1 0.35 1.00 0.20

11 400 860 1.7 9.1 0.45 1.00 0.2011 600 1060 1.7 9.1 0.39 1.00 0.20

11 1000 1270 1.7 9.1 0.43 1.00 0.2012 200 1040 1.8 10 0.39 1.00 0.2012 400 1130 1.8 10 0.41 1.00 0.20

12 600 1370 1.8 10 0.43 1.00 0.2012 1000 1640 1.8 10 0.47 1.00 0.20

13 200 1170 1.9 10.9 0.41 1.00 0.2013 400 1280 1.9 10.9 0.43 1.00 0.20

13 600 1540 1.9 10.9 0.45 1.00 0.20

13 1000 1840 1.9 10.9 0.49 1.00 0.20Poste de Madeiracomprimento carga peso t h * b m n

9 295 209 1.5 7.3 0.22 1.00 0.2010 255 232 1.6 8.2 0.23 1.00 0.2011 300 300 1.7 9.1 0.24 1.00 0.2012 265 327 1.8 10 0.24 1.00 0.2013 230 355 1.9 10.9 0.25 1.00 0.20

Poste de concreto Duplo T DADOS DO POSTE Face A dados escor

comprimento carga peso t h* b m n

9 200 470 1.5 7.00 0.26 1.00 0.20

C (kg/m3)

dadospeso

dot

posteh*


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9

9 300 750 1.5 7.00 0.39 1.00 0.209 400 750 1.5 7.00 0.39 1.00 0.20

9 600 750 1.5 7.00 0.39 1.00 0.20

999

99

10

10 200 600 1.6 8.2 0.28 1.00 0.20

1010 400 900 1.6 8.2 0.42 1.00 0.2010 600 900 1.6 8.2 0.45 1.00 0.201010101010

11

11 200 720 1.7 9.1 0.30 1.00 0.20

11 300 1050 1.7 9.1 0.45 1.00 0.2011 400 1050 1.7 9.1 0.45 1.00 0.20

11 600 1050 1.7 9.1 0.45 1.00 0.2011 1000 1330 1.7 9.1 0.49 1.00 0.2011111111

12

12 200 780 1.8 10.0 0.31 1.00 0.2012 300 1210 1.8 10.0 0.48 1.00 0.20

12 400 1210 1.8 10.0 0.48 1.00 0.2012 600 1210 1.8 10.0 0.48 1.00 0.20

12 1000 1520 1.8 10.0 0.52 1.00 0.2012 1500 2100 1.8 10.0 0.60 1.00 0.20

121212

13

13 300 1400 1.9 10.9 0.50 1.00 0.201313 600 1400 1.9 10.9 0.50 1.00 0.2013131313

13

Poste de concreto Duplo T DADOS DO POSTE Face B dados escor

comprimento carga peso t h* b m n

9 200 470 1.5 7.00 0.20 1.00 0.209 300 750 1.5 7.00 0.29 1.00 0.20


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9

9 400 750 1.5 7.00 0.30 1.00 0.209 600 750 1.5 7.00 0.29 1.00 0.20

9999

99 9 0 #N/A 1.9 7.00 #N/A 1.00 0.20

10

10 200 600 1.6 8.2 0.21 1.00 0.20

1010 400 900 1.6 8.2 0.31 1.00 0.2010 600 900 1.6 8.2 0.33 1.00 0.201010101010

10 10 0 #N/A 1.9 8.20 #N/A 1.00 0.20

11

11 200 720 1.7 9.1 0.22 1.00 0.2011 300 1050 1.7 9.1 0.33 1.00 0.20

11 400 1050 1.7 9.1 0.34 1.00 0.2011 600 1050 1.7 9.1 0.33 1.00 0.2011 1000 1330 1.7 9.1 0.36 1.00 0.2011111111

11 11 400 1050 1.9 9.10 0.34 1.00 0.20

12

12 200 780 1.8 10.0 0.23 1.00 0.2012 300 1210 1.8 10.0 0.35 1.00 0.20

12 400 1210 1.8 10.0 0.35 1.00 0.2012 600 1210 1.8 10.0 0.35 1.00 0.20

12 1000 1520 1.8 10.0 0.38 1.00 0.2012 1500 2100 1.8 10.0 0.44 1.00 0.20121212

12 12 0 #N/A 1.9 10.00 #N/A 1.00 0.20

13

13 300 1400 1.9 10.9 0.37 1.00 0.20

1313 600 1400 1.9 10.9 0.37 1.00 0.2013

13131313

13 13 0 #N/A 1.9 10.90 #N/A 1.00 0.201 2 3 4 5 6 7 8 9


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DO ENGASTAMENTOa dados da base concretada VALOR DA TRAO NO TOPO (daN)

c d P q K SIMPLES CONCRETADO

0.50 0.60 1077 0.60 1.00 262 353 380 5080.50 0.70 1294 0.60 1.00 278 367 392 6020.50 0.90 1826 0.60 1.00 294 380 405 8000.50 1.30 3011 0.60 1.00 326 406 429 1241

1.60 0.600.600.600.60

0.50 0.60 1077 0.60 1.00 290 386 413 5590.50 0.60 1231 0.65 1.00 293 376 400 5320.50 0.70 1460 0.65 1.00 309 390 413 6290.50 0.90 2052 0.65 1.00 326 404 426 8340.50 1.30 3341 0.65 1.00 359 432 453 1285

1.60 0.650.650.650.65

0.50 #N/A #N/A 0.65 1.00 #N/A #N/A #N/A #N/A0.50 0.60 1265 0.70 1.00 318 400 423 5740.50 0.70 1507 0.70 1.00 409 478 498 6780.50 0.90 2129 0.70 1.00 355 431 453 8950.50 1.30 3500 0.70 1.00 391 463 483 13700.50 1.60 5138 0.70 1.00 464 525 543 1796

0.700.700.70

0.50 #N/A #N/A 0.70 1.00 #N/A #N/A #N/A #N/A0.50 0.60 1549 0.75 1.00 386 461 482 6230.50 0.70 1823 0.75 1.00 405 478 498 7350.50 0.90 2515 0.75 1.00 425 495 515 9700.50 1.30 4029 0.75 1.00 465 530 548 14790.50 1.60 5599 0.75 1.00 524 582 598 1917

0.750.750.75

0.50 #N/A #N/A 0.75 1.00 #N/A #N/A #N/A #N/A0.50 0.60 1713 0.80 1.00 439 511 531 6730.50 0.70 2019 0.80 1.00 461 530 549 7930.50 0.90 2761 0.80 1.00 482 549 568 10440.50 1.30 4388 0.80 1.00 525 587 604 15850.50 1.60 6070 0.80 1.00 589 644 659 2046

0.800.800.80

0.50 #N/A #N/A 0.80 1.00 #N/A #N/A #N/A #N/A

ESCORASIMPLES

ESCORADUPLA


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oste - para poste de 9 metros a 0,50 (0,20+0,30)

p SIMPLES CORA SIMPLSCORA DUPLA0.50 175 281 3020.50 192 291 311

0.50 218 314 3330.50 237 331 3500.50 268 359 378

a dados da base concretada RA MXIMA NO TOPO NO TOPO FUNO DO TERREN

p d P q K SIMPLES CORA SIMPLSCORA DUPL CONCRETADO0.50 0.60 1077 0.60 1.00 #VALUE! #VALUE! #VALUE! #VALUE!

0.50 0.90 1826 0.60 1.00 #VALUE! #VALUE! #VALUE! #VALUE!0.50 1.30 3011 0.60 1.00 #VALUE! #VALUE! #VALUE! #VALUE!0.50 0.60 1231 0.65 1.00 #VALUE! #VALUE! #VALUE! #VALUE!0.50 0.70 1460 0.65 1.00 #VALUE! #VALUE! #VALUE! #VALUE!0.50 0.90 2052 0.65 1.00 #VALUE! #VALUE! #VALUE! #VALUE!0.50 1.30 3341 0.65 1.00 #VALUE! #VALUE! #VALUE! #VALUE!0.50 0.60 1265 0.70 1.00 #VALUE! #VALUE! #VALUE! #VALUE!0.50 0.70 1507 0.70 1.00 #VALUE! #VALUE! #VALUE! #VALUE!0.50 0.90 2129 0.70 1.00 #VALUE! #VALUE! #VALUE! #VALUE!0.50 1.30 3500 0.70 1.00 #VALUE! #VALUE! #VALUE! #VALUE!0.50 0.60 1549 0.75 1.00 #VALUE! #VALUE! #VALUE! #VALUE!0.50 0.70 1823 0.75 1.00 #VALUE! #VALUE! #VALUE! #VALUE!

0.50 0.90 2515 0.75 1.00 #VALUE! #VALUE! #VALUE! #VALUE!0.50 1.30 4029 0.75 1.00 #VALUE! #VALUE! #VALUE! #VALUE!0.50 0.60 1713 0.80 1.00 #VALUE! #VALUE! #VALUE! #VALUE!0.50 0.70 2019 0.80 1.00 #VALUE! #VALUE! #VALUE! #VALUE!0.50 0.90 2761 0.80 1.00 #VALUE! #VALUE! #VALUE! #VALUE!0.50 1.30 4388 0.80 1.00 #VALUE! #VALUE! #VALUE! #VALUE!

p SIMPLES CORA SIMPLSCORA DUPLA0.50 #VALUE! #VALUE! #VALUE!0.50 #VALUE! #VALUE! #VALUE!0.50 #VALUE! #VALUE! #VALUE!0.50 #VALUE! #VALUE! #VALUE!0.50 #VALUE! #VALUE! #VALUE!

a dados da base concretada VALOR DA TRAO NO TOPO (daN)


0.50 0.63 912 0.60 1.00 210 310 339 526

ESCORASIMPLES

ESCORADUPLA


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0.50 0.79 1450 0.60 1.00 311 394 418 6840.50 0.79 1450 0.60 1.00 311 394 418 6840.50 0.79 1450 0.60 1.00 311 394 418 684

0.50 0.66 1139 0.65 1.00 234 326 353 587

0.50 0.86 1798 0.65 1.00 351 425 447 7840.50 0.86 1798 0.65 1.00 376 447 467 784

0.50 0.66 1300 0.70 1.00 269 358 383 637

0.50 0.86 2017 0.70 1.00 408 477 496 8470.50 0.86 2017 0.70 1.00 408 477 496 8470.50 0.86 2017 0.70 1.00 408 477 496 8470.50 0.91 2418 0.70 1.00 446 510 528 912

0.50 0.66 1401 0.75 1.00 306 392 415 6880.50 0.89 2330 0.75 1.00 471 535 553 9540.50 0.89 2330 0.75 1.00 471 535 553 9540.50 0.89 2330 0.75 1.00 471 535 553 954

0.50 0.94 2774 0.75 1.00 512 571 588 10230.50 1.05 3644 0.75 1.00 595 644 658 1166

0.50 0.93 2690 0.80 1.00 540 600 617 1072

0.50 0.93 2690 0.80 1.00 540 600 617 1072

a dados da base concretada VALOR DA TRAO NO TOPO (daN)


0.50 0.33 792 0.60 1.00 159 268 299 5180.50 0.49 1182 0.60 1.00 230 327 355 666

ESCORASIMPLES

ESCORADUPLA


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0.50 0.49 1182 0.60 1.00 238 334 361 6660.50 0.49 1182 0.60 1.00 230 327 355 666

0.50 #N/A #N/A 0.60 1.00 #N/A #N/A #N/A #N/A0.50 0.36 975 0.65 1.00 176 277 306 575

0.50 0.56 1422 0.65 1.00 259 347 373 7650.50 0.56 1422 0.65 1.00 276 362 386 765

0.50 #N/A #N/A 0.60 1.00 #N/A #N/A #N/A #N/A

0.50 0.36 1126 0.70 1.00 200 298 326 6260.50 0.56 1609 0.70 1.00 300 384 408 8240.50 0.56 1609 0.70 1.00 309 392 416 8240.50 0.56 1609 0.70 1.00 300 384 408 8240.50 0.61 1930 0.70 1.00 328 408 431 882

0.50 0.56 1429 0.65 1.00 437 533 559 7430.50 0.36 1213 0.75 1.00 227 322 349 6740.50 0.59 1839 0.75 1.00 346 426 449 929

0.50 0.59 1839 0.75 1.00 346 426 449 9290.50 0.59 1839 0.75 1.00 346 426 449 9290.50 0.64 2192 0.75 1.00 376 452 474 9900.50 0.75 2860 0.75 1.00 435 504 523 1117

0.50 #N/A #N/A 0.75 1.00 #N/A #N/A #N/A #N/A0.50 0.63 2101 0.80 1.00 397 473 494 1042

0.50 0.63 2101 0.80 1.00 397 473 494 1042

0.50 #N/A #N/A 0.80 1.00 #N/A #N/A #N/A #N/A10 11 12 13 14 15 16 17 18


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20

Poste

9

10

11

12

13


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ESFOROS NO CABO DO ESTAI - V e Rdados ESFOROS NO CABO DO ESTAI - V e R

H h' k

7.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

7.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!7.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!7.95 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!7.95 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!7.95 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!7.95 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!8.85 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!8.85 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!8.85 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!8.85 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!9.75 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!9.75 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

9.75 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!9.75 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

10.65 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!10.65 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!10.65 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!10.65 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

7.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!7.95 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!8.85 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!9.75 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

10.65 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

SIMPLES

R VESCORA SIMPLES

R VESCORA DUPLA

R V


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9

10

11

12

13


44/156

9

10

11

12

13

19 20 21 22 23 24 25 26 27


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30


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ESFORO MXIMO FUN

ESFORO NO BRAO DO ESTAI - UCOEFICIENTE DE SEGURAN

R

SIMPLES SCORA SIMPLE ESCORA DUPLA CONCRETADO 1433 2413 3267#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

CONCRETAD0

R V


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28 29 30 31 32 33 34 35 36


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37 38 39 40


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Clculo de Tr

Poste de Concreto Tronco Cnicocomprimento - L 9

carga nominal 200

peso

engastamento - e 1.55

Escora : comprimento - caltura (dimetro) - a

profundidade - b

Base Concretada : dimetro da vala - f

Traes Mximas - daN

290.00

385.51

559.02

Clculo de Tr

Poste de Concreto Duplo Tcomprimento - l 11

carga nominal 400

peso

da base

Distncia do Esforo F ao solo : d

ENGASTAMENTO .....................................................

ESCORA SIMPLES .....................................................

BASE CONCRETADA ..................................................

da base


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engastamento - e 1.92

Escora : comprimento - caltura (dimetro) - a

profundidade - b

Base Concretada : dimetro da vala - f

Traes Mximas - daN

437.4999992933

533.3008710696

742.5969764857

Distncia do Esforo F ao solo : d

ENGASTAMENTO .....................................................

ESCORA SIMPLES .....................................................

BASE CONCRETADA ..................................................


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o Mxima

m

daN

kg

m

m

m

m

m

m


56/156

m

m

m

m

m

m


57/156

9 200

10 300

11 40012 600

13 1000

1500

2000

2500

3000

133000


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FecoergsCLCULO DE ESFOROS E ESTAIS

Elaborado por: CREA Funo:Data:

Projeto:

Estai Poste n Esforo (Kgf) ngulo Estai Esforo (Kgf) nguloAlturaposte

Vobsico

Posten

Alturaposte


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Vobsico


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CLCULO DE TRAES E FLEXAS DE MONTAGEM

Elaborado por: Eleandro Luis Marques da Silva CREA: 127488 - TDFuno: Eletrotcnico Data

Dados do condutor

Cabo Dimetro Seco

4 CAA 0,00635 0,00002466 0,0854 7200000000 0,0000191 829

Vo de clculo 80 Va Crtico (m) 70,73Projeto n Estrutura EM NIVEL

Tipo de rede RURAL Desnvel de:(m)

Condio de Maior durao Pior condio VeroTemperatura ( C) Trao mxima (%) Vo ficticio (a") em (m)

20 15 TrechoOBS:. A flexa f deve ser medida a uma distncia (a'' / 2) de A, ou em alguns casos pode se medir f - h a uma distncia (a - (a'' / 2 ) de B.

Hiptese Descrio TemperaturaPresso Trao de projeto Trao de montagem Flexa %do vento % Mx. T rup. kgf % T. RUP (kgf) (m)

33 Temper. mnima -5 15,21 33,33 2,763,057 23,62 195,81 0,35 34 - 0 60,84 33,33 2,763,057 21,77 180,45 0,38 35 - 5 60,84 33,33 2,763,057 19,96 165,49 0,41 36 - 10 60,84 33,33 2,763,057 18,22 151,06 0,45 37 Vento mximo 15 60,84 33,33 2,763,057 16,56 137,29 0,50 38 Maior durao 20 60,84 33,33 2,763,057 15,00 124,35 0,55 39 - 25 60,84 33,33 2,763,057 13,56 112,40 0,61 40 - 30 60,84 33,33 2,763,057 12,25 101,57 0,67 41 - 35 60,84 33,33 2,763,057 11,09 91,97 0,74 42 - 40 60,84 33,33 2,763,057 10,08 83,60 0,82 43 - 45 60,84 33,33 2,763,057 9,22 76,40 0,89 44 Flexa Mxima 50 60,84 33,33 2,763,057 8,47 70,25 0,97

Peso(kg / m)

Mod. Elasti.

(kg / m)Coef. Dilatao (

/ C)

T. deRuptura (kgf)


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PESO C/CARGA (v=1/3) 0.78 0.86 1.02 1.19 1.52


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10 15

e

temperatura / velocidade deo

Urbano Rural ancorado ancoradomp. urban mp .urban vento rural

Urbano Ruralvero inverno vero

40 40 18 18 33.33 33.33 15 0 6040 40 18 18 33.33 33.33 15 0 6040 40 18 18 33.33 33.33 15 0 6040 40 18 18 33.33 33.33 15 0 6040 40 18 18 33.33 33.33 15 0 60

40 40 18 18 33.33 33.33 15 0 6040 40 18 18 33.33 33.33 15 0 6040 40 18 18 33.33 33.33 15 0 6040 40 18 18 33.33 33.33 15 0 6040 40 18 18 33.33 33.33 15 0 6040 40 18 18 33.33 33.33 15 0 6040 40 18 18 33.33 33.33 15 0 6040 40 18 18 33.33 33.33 15 0 6040 40 18 18 33.33 33.33 15 0 6050 50 20 20 33.33 33.33 15 0 6050 50 20 20 33.33 33.33 15 0 6050 50 20 20 33.33 33.33 15 0 60

50 50 20 20 33.33 33.33 15 0 6050 50 20 20 33.33 33.33 15 0 6050 50 20 20 33.33 33.33 15 0 6050 50 20 20 33.33 33.33 15 0 6040 40 25 25 33.33 33.33 15 0 6040 40 25 25 33.33 33.33 15 0 6020 20 16 16 33.33 33.33 15 0 60

120 150 185 mm249.5 51.00 mm

65.44 65.44 mm2600 6325 kg/mm2

0.000023 0.0000231995 1995 kg399 399 kg

1.660 1.702 kg/m2.98 3.07 kg/m

TRAO

MXIMADE

TRAO

MXIMADE

TRUP.EDS

TRUP.EDS

TRAO

MXIMADE RUP.

TRAO

MXIMADE rup.

RUPT.Urbano

RUPT.Rural

continuo(%)

continuo(%)

C -1


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1.85 1.90 kg


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20 25

uao dos dois estados

vento temperatura / velocidade deo vento

vento rural mp. urban mp .urban vento rural vento ruralUrbano Rural Urbano Rural

inverno vero inverno vero inverno

0 15 -5 130 65 20 200 15 -5 130 65 20 200 15 -5 130 65 20 200 15 -5 130 65 20 200 15 -5 130 65 20 20

0 15 -5 130 65 20 200 15 -5 130 65 20 200 15 -5 130 65 20 200 15 -5 130 65 20 200 15 -5 130 65 20 200 15 -5 130 65 20 200 15 -5 130 65 20 200 15 -5 130 65 20 200 15 -5 130 65 20 200 15 -5 130 65 20 200 15 -5 130 65 20 200 15 -5 130 65 20 20

0 15 -5 130 65 20 200 15 -5 130 65 20 200 15 -5 130 65 20 200 15 -5 130 65 20 200 15 5 130 65 15 150 15 5 130 65 15 150 15 -5 130 65 20 20

TEMPEDS

TEMP.EDS

VENTOEDS

VENTO .EDS


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Dados das NBRs 7270 e 7271.

Dados das NBRs 7270 e 7271.

Dados das NT - Tabelas Praticas, CEE/1975

Nota: ELETROBRAS - DEER


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Trao mx admissvel 20% condutor: 35 mm2

35

TRAES E FLECHAS DE MONTAGEM

0 C 5 C 10 C 15 C 20 C 25 C 30 C 35 Ctraes - daN

vo 122 119 116 113 111 108 106 104

compr. desnvel deflexo flechas - m

1 40.0 1.06 1.09 1.12 1.15 1.18 1.20 1.23 1.26

2 40.0 1.06 1.09 1.12 1.15 1.18 1.20 1.23 1.26

3 40.0 1.06 1.09 1.12 1.15 1.18 1.20 1.23 1.26

4 40.0 1.06 1.09 1.12 1.15 1.18 1.20 1.23 1.26

5 40.0 1.06 1.09 1.12 1.15 1.18 1.20 1.23 1.26

6 40.0 1.06 1.09 1.12 1.15 1.18 1.20 1.23 1.26

7 40.0 1.06 1.09 1.12 1.15 1.18 1.20 1.23 1.26

8 40.0 1.06 1.09 1.12 1.15 1.18 1.20 1.23 1.26

0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

data : Resp:

n


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canto n : 1

40 C 45 C 50 C

102 100 98

1.28 1.31 1.33

1.28 1.31 1.33

1.28 1.31 1.33

1.28 1.31 1.33

1.28 1.31 1.33

1.28 1.31 1.33

1.28 1.31 1.33

1.28 1.31 1.33

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

Crea: 1555


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ATENO NUNCA EXCLUIR NEM INCLUIR LINHAS NEM COLUNAS NEST

Espaamentos Verticais Configurao

Distncia entre a ponta do poste e a 1 estrutura na rede 0,2 optPrimriaDistncia entre estruturas primrias (em Circuito Duplo ) 1,0 optSecundariaDistncia entre a estrutura primria e secundria (circ. Simples) 1,0 optMistaDist. entre 2 estrut. Primria e estrut. secundria (Circ. Duplo) 0.70 opttangenteDistncia entre estruturas Secundarias 0,3 optancoragemDistncia do cabo de cobertura at a ponta do poste 0,01 optgrauDistncia entre rede secundria e cabo telefonico 0,4 optmetroDistncia entre condutores na rede Pilar 0,6 Circuito Simples

Circuito DuploCirc Simpl Pilar?opturbanaoptruralOpt15_kvOpt25_kv

Valor em(m)

Menu


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PLANILHA

ProjGerar Tabela

Inicial C Vos Variar Usuario

exibir -5 30 5 Eleandro Luis Marques da Silvanoexibir 0 35 10 Enoque Dutra Garcianoexibir 5 40 15 Ederson Madrugaexibir 10 45 20 Luciano Monteiro Tavaresnoexibir 15 50 30 Jaime Palaginoexibir 20 55 40exibir 25 60 50exibir 30 65noexibir 35 70noexibir 40 75noexibir 45 80exibir

50 85exibir 90noexibir 95

100105110115120125130135140

145150155160165170175180185190195200

205210215220225230235240245


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250255260265270


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tistas

Funo CREA

Eletrotcnico 127488 - TDEletrotcnico 112778 - TDEletrotcnicoEletrotcnico xxxxxxEletrotcnico RS - 148365


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ATENO NUNCA EXCLUIR NEM INCLUIR LINHAS N

DADOS ESPECFICOS PARA RE

Rede Convencional Rede tipo pila

>


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M COLUNAS NESTA PLANILHA

ES RURAIS

r Rede Secundria

>


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ATENO NUNCA EXCLUIR NEM INCLUIR LINHAS NEM

PARMETROS PARA MTODO DE NEWTON RAPSON

E0 (erro admissvel) 1E-011Mx de iteraes 1000X0 (valor inicial) 0.5

PI 3.1415926536

coeficiente de transformao 0.0045Efetividade de vento sobre os cabos 0.8

Dados para o Clculo de flechas inicio e fim dos clculostemperatura inicial -5temperatura final 50

variar temp. de X 5vo inicial (no caso de tabelas) 30vo final (no caso de tabelas) 270variar de (no caso de tabelas) 5

Empresa: CertajaVerso 2Ultima Atualizao em: Junho - 2007

15 N1 - M1 - B148 N1 - M150 M2 - B210 M236 M4 - B46 M4

41 "N3 + N3'

recalcular valores Sim simrecalcular valores simrecalcular valores Yesrecalcular valores Yesrecalcular valores Yesrecalcular valores Yesrecalcular valores Yesrecalcular valores Yesrecalcular valores Yesrecalcular valores Yesrecalcular valores Yes

COEFICIENTES PARA CLCULO DO VENTO NASESTRUTURAS

Menu


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recalcular valores Yesrecalcular valores Yesrecalcular valores Yes


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COLUNAS NESTA PLANILHA

Topo 60% Topo 100%50%Distribuido 80% Distribuido 100%

Topo 60% SIMPLES 30%Distribuido 80% ESS 90%

ESD 90%BC 90%

Maior vo Permitido (Urbana) 80Maior ngulo Permitido 180

Valores admissveis para esforosnos postes de concreto (DT)

Valores admissveis para esforosnos postes demadeira (MD)

Utilizao da face "A"(concava) do poste

Mximo danominal

Permitir a alterao da "Pior condio no Form de Flechas

Permitir exibir text de temperatura no Form de Flechas

Permitir a alterao do text de Trao Mx de ruptura docabo no Form de Flechas

Verso do Excel: 97

Verso do Excel: 2000 ou superior


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NO INSERIR NEM EXCLUIR

??4 CA

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

50

5 10 15 20 25 30 35 40 45 50 55 60 65 70

2 CA

80

75

70

65

60

5550

45

40

35

30

25

20

15

10

50 0

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70

80

75

70

65

60

M2M2

M1M1

M1 - B1M1 - B1M2 - B2M2 - B2

N1 - M1N1 - M1

N1 - M1 - B1N1 - M1 - B1

M2M2

M2 - B2M2 - B2

N1 - M1N1 - M1 M2M2 M4M4


85/156

1/0 CA

55

50

45

40

35

3025

20

15

10

50 0

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70

??2/0 CA

80

75

70

65

60

55

50

45

40

35

30

25

20

1510

50 0

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70

??3/0 CA

80

75

70

65

60

5550

45

40

35

30

25

N1 - M1 - B1N1 - M1 - B1 M2 - B2M2 - B2 M4B4M4B4

M1M1

M1 - B1M1 - B1

M2M2

M2 - B2M2 - B2M4B4M4B4

M4M4

M1M1

M1 - B1M1 - B1

M2M2

M2 - B2M2 - B2M4B4M4B4

M4M4


86/156

15

10

50 0

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70

4/0 CA

8075

70

65

60

55

50

45

40

35

3025

20

15

10

50 0

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70

336,4 CA

80

75

70

65

60

55

50

45

40

35

30

25

20

1510

50 0

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70

80

75

N1-M1N1-M1

N1-M1B1

N1-M1B1

M2M2

M2B2M2B2 M4 - B4M4 - B4

M4M4

N1 -M1

N1 -M1

N1 - M1B1

N1 - M1B1

M2M2

M2B2M2B2

M4 - B4M4 - B4

M4M4


87/156

??4 CAA

65

60

55

50

45

40

35

30

25

20

15

10

50

5 10 15 20 25 30 35 40 45 50 55 60 65 70

??2 CAA

8075

70

65

60

55

50

45

40

35

3025

20

15

10

50

5 10 15 20 25 30 35 40 45 50 55 60 65 70

??1/0 CAA

80

75

70

65

60

55

50

45

40

35

M1 - B1M1 - B1

M2 - B2M2 - B2

M1 -B1

M1 -B1

M2 - B2M2 - B2

M1 -B1

M1 -B1

M4 - B4M4 - B4


88/156

30

25

20

15

10

50

5 10 15 20 25 30 35 40 45 50 55 60 65 70

??2/0 CAA

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

50

5 10 15 20 25 30 35 40 45 50 55 60 65 70

??3/0 CAA

8075

70

65

60

55

50

45

40

35

3025

20

15

10

50

M2 -B2

M2 -B2 M4 - B4M4 - B4

M1 -B1

M1 -B1

M2 -B2

M2 -B2

M4 - B4M4 - B4

M1 -B1

M1 -B1 M2 -

B2

M2 -

B2

M4 - B4M4 - B4


89/156

5 10 15 20 25 30 35 40 45 50 55 60 65 70

??4/0 CAA

80

75

70

65

6055

50

45

40

35

30

25

20

15

1050

5 10 15 20 25 30 35 40 45 50 55 60 65 70

??336,4 CAA

80

75

70

65

60

55

50

4540

35

30

25

20

15

10

50

5 10 15 20 25 30 35 40 45 50 55 60 65 70

M1 -B1

M1 -B1

M2 -B2

M2 -B2

M4 - B4M4 - B4

M1- B1M1- B1

M2 -B2

M2 -B2

M4 - B4M4 - B4


90/156

LINHAS OU COLUNAS NESTA PLANILA

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175

N3 + N3N3 + N3

N3 + N3N3 + N3


91/156

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175

N3 + N3N3 + N3

N3 + N3N3 + N3

N3 + N3N3 + N3


92/156

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175

N3 + N3N3 + N3

N3 + N3N3 + N3


93/156

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175

N3 + N3N3 + N3

N3 + N3N3 + N3

N3 + N3N3 + N3


94/156

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175

N3 + N3N3 + N3

N3 + N3N3 + N3


95/156

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175

N3 + N3N3 + N3

N3 + N3N3 + N3


96/156

180

180


97/156

180

180


98/156

180

180

180


99/156

180

180


100/156

180

180


101/156

180

180

180


102/156

NO INSERIR NEM EXCL

??4CA

80

75

7065

60

55

50

45

40

35

30

25

2015

10

50 0

0 5 10 15 20 25 30 35 40 45 50 55 60 65

2 CA

80

75

70

65

6055

50

45

40

35

30

25

20

15

105

0 00 5 10 15 20 25 30 35 40 45 50 55 60 65

80

75

70

65

60

55

50

45

N1 - M1N1 - M1

N1 - M1 - B1N1 - M1 - B1

M2M2

M2 - B2M2 - B2

N1 - M1N1 - M1

N1 - M1 - B1N1 - M1 - B1

M2M2

M2 - B2M2 - B2

M1 - N1M1 - N1M2M2 M4M4


103/156

1/0 CA35

30

25

20

1510

50 0

0 5 10 15 20 25 30 35 40 45 50 55 60 65

??2/0 CA

80

75

70

65

60

5550

45

40

35

30

25

20

15

10

50 00 5 10 15 20 25 30 35 40 45 50 55 60 65

??3/0 CA

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

50 0

0 5 10 15 20 25 30 35 40 45 50 55 60 65

80

M1 - B1 - N1M1 - B1 - N1 M2 - B2M2 - B2M4B4M4B4

M1 - N1M1 - N1

N1 - M1 - B1N1 - M1 - B1

M2M2

M2 - B2M2 - B2M4B4M4B4

M4M4

M1M1

M1 - B1M1 - B1

M2M2

M2 - B2M2 - B2M4B4M4B4

M4M4


104/156

4/0 CA

70

65

60

55

5045

40

35

30

25

20

15

10

50 0

0 5 10 15 20 25 30 35 40 45 50 55 60 65

336,4 CA

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

50 0

0 5 10 15 20 25 30 35 40 45 50 55 60 65

??4 CAA

80

75

70

65

60

55

50

45

40

35

30

25

M1 - N1M1 - N1

M1B1 - N1

M1B1 - N1

M2M2

M2

B2

M2

B2M4 - B4M4 - B4

M4M4

M1 - N1M1 - N1

N1 - M1B1

N1 - M1B1

M2M2

M2B2M2B2 M4 - B4M4 - B4

M4M4

M1 - B1M1 - B1

M2 - B2M2 - B2

M4 -B4

M4 -B4


105/156

15

10

50

5 10 15 20 25 30 35 40 45 50 55 60 65

??2 CAA

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

50

5 10 15 20 25 30 35 40 45 50 55 60 65

??1/0 CAA

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

50

5 10 15 20 25 30 35 40 45 50 55 60 65

80

75

70

65

6055

M1 -B1

M1 -B1

M2 -B2

M2 -B2

M4 - B4M4 - B4

M1 -B1

M1 -B1

M2 -B2

M2 -B2

M4 - B4M4 - B4

M1 -B1

M1 -B1


106/156

??2/0 CAA

50

45

40

35

30

25

20

15

10

50

5 10 15 20 25 30 35 40 45 50 55 60 65

??3/0 CAA

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

50

5 10 15 20 25 30 35 40 45 50 55 60 65

??4/0 CAA

80

75

70

65

60

5550

45

40

35

30

25

20

15

10

5

M2 -B2M2 -B2

M4 - B4M4 - B4

M1 -B1

M1 -B1

M2 -

B2

M2 -

B2

M4 - B4M4 - B4

M1 -B1

M1 -B1

M2 -B2

M2 -B2

M4 - B4M4 - B4


107/156

05 10 15 20 25 30 35 40 45 50 55 60 65

??336,4 CAA

80

75

70

6560

55

50

45

40

35

30

25

20

1510

50

5 10 15 20 25 30 35 40 45 50 55 60 65

M1 -B1

M1 -B1

M2 -B2

M2 -B2

M4 - B4M4 - B4


108/156

IR LINHAS OU COLUNAS NESTA PLANILA

70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165

70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165

N3 + N3N3 + N3

N3 + N3N3 + N3

N3 + N3N3 + N3


109/156

70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165

70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165

70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165

N3 + N3N3 + N3

N3 + N3N3 + N3


110/156

70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165

70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165

N3 + N3N3 + N3

N3 + N3N3 + N3

N3 + N3N3 + N3


111/156

70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165

70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165

70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165

N3 + N3N3 + N3

N3 + N3N3 + N3


112/156

70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165

70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165

N3 + N3N3 + N3

N3 + N3N3 + N3

N3 + N3N3 + N3


113/156

70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165

70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165

N3 + N3N3 + N3


114/156

170 175 180

170 175 180


115/156

170 175 180

170 175 180

170 175 180


116/156

170 175 180

170 175 180


117/156

170 175 180

170 175 180

170 175 180


118/156

170 175 180

170 175 180


119/156

170 175 180

170 175 180


120/156

TABELA DE TRAES E FLEXAS DE MONTAGEM

Elaborado por: Eleandro Luis Marques da Silva Data: 4/12/2007

Funo: Eletrotcnico 127488 - TD

cabo: 4 CAA

Temp. 20 20 40 40 60 60 80 80 100 100 120 120 140 140 160 160 1

-5 233 0,02 232 0,07 229 0,17 225 0,30 221 0,48 216 0,71 210 1,00 205 1,33 10 217 0,02 215 0,08 213 0,18 209 0,33 206 0,52 201 0,76 197 1,06 192 1,42 15 200 0,02 198 0,09 196 0,20 194 0,35 191 0,56 187 0,82 184 1,14 180 1,52 1

10 183 0,02 182 0,09 180 0,21 178 0,38 176 0,61 174 0,88 172 1,22 169 1,62 115 166 0,03 165 0,10 165 0,23 164 0,42 162 0,66 161 0,95 160 1,31 159 1,72 120 149 0,03 149 0,11 149 0,26 149 0,46 149 0,72 149 1,03 149 1,40 149 1,83 125 133 0,03 133 0,13 134 0,29 136 0,50 137 0,78 138 1,11 139 1,51 140 1,95 130 116 0,04 118 0,14 120 0,32 123 0,56 125 0,85 128 1,20 130 1,61 132 2,07 135 100 0,04 103 0,17 107 0,36 111 0,62 115 0,93 119 1,29 122 1,72 125 2,19 140 84 0,05 89 0,19 94 0,41 100 0,68 106 1,01 110 1,40 115 1,82 118 2,32 145 68 0,06 76 0,22 84 0,46 91 0,75 97 1,10 103 1,49 108 1,94 112 2,44 150 54 0,08 64 0,27 74 0,52 83 0,82 90 1,19 96 1,60 102 2,05 107 2,55 1


121/156


122/156

ENSAIOS DE TRAO MECNICA EM POSTES DE CONCRETO DUPLO "T" E TRONCO CNICO

200 daN POSTE

100 daN DT - 9(200daN)

11 m Face A - Cncava Face B - LisaAltura do Esforo Carga Aplic. % da Flexo % da Flexo

em Relao ao topo (daN) nominal cm % nominal cm % L

50 50% 0 25% 2.9 0.26%100 100% 0 50% 7.5 0.68%

0,1m 150 - - - 75% 17.8 1.62%200 - - - 100% 26.3 2.39%250 - - - 125% 36.4 3.31%50 50% 0 25% 4.6 0.42%

100 100% 0 50% 13.4 1.22%0,5m 150 - - - 75% 20.1 1.83%

200 - - - 100% 27.9 2.54%

250 - - - 125% 33.8 3.07%50 50% 0 25% 3.5 0.32%

100 100% 0 50% 10.2 0.93%Esf. 1,0m 150 - - - 75% 17.2 1.56%

Concentrado 200 - - - 100% 22.8 2.07%250 - - - 125% 28.8 2.62%50 50% 0 25% 2.6 0.24%

100 100% 0 50% 7.9 0.72%1,5m 150 - - - 75% 14.1 1.28%

200 - - - 100% 18.5 1.68%250 - - - 125% 24.5 2.23%50 50% 0 25% 2.3 0.21%

100 100% 0 50% 6.2 0.56%2,0m 150 - - - 75% 11.6 1.05%

200 - - - 100% 17.4 1.58%250 - - - 125% 20.5 1.86%

50 50% 0 25% 3.6 0.33%100 100% 0 50% 13.6 1.24%

0,1/0,8/1,5m 150 - - - 75% 22.6 2.05%200 - - - 100% 31.8 2.89%

Esf. 250 - - - 125% 40.2 3.65%Distribudo 50 50% 0 25% 4.1 0.37%

100 100% 0 50% 15.3 1.39%0,15/0,35/0,55/0,75m 150 - - - 75% 25.5 2.32%

200 - - - 100% 33.2 3.02%250 - - - 125% 43.8 3.98%

OBS.: O poste DT-9(2) fabricado com furao 3025mm, diferentemente dos demaisdo ensaio que so fabricados com furao 4525mm.

COPREL


123/156

ENGENHARIAJul-07


124/156

25% 50% 75% 100%

0,1m 2.9 7.5 17.8 26.30,5m 4.6 13.4 20.1 27.91,0m 3.5 10.2 17.2 22.81,5m 2.6 7.9 14.1 18.52,0m 2.3 6.2 11.6 17.4

25% 50% 75% 100%

AT 3.6 13.6 22.6 31.8

BT 4.1 15.3 25.5 33.2

20% 30% 40% 50% 60% 70% 80% 90% 100% 110%0

5

10

15

20

25

30

Flexo em Postes DT em Funo da Carga AplicadaPoste 9(200daN) - Face B (Lisa) - Esf. Distribudo

0,1m 0,5m 1,0m 1,5m 2,0m% da carga nominal

Flexo(cm)

20% 30% 40% 50% 60% 70% 80% 90% 100% 110%0

5

10

15

20

25

30

35


AT BT% da carga nominal

Flexo(cm)


125/156


126/156

ENSAIOS DE TRAO MECNICA EM POSTES DE CONCRETO DUPLO "T" E TRONCO CNICO

200 daN POSTE

100 daN DT - 11 (200daN)

11 m Face A - Cncava Face B - LisaAltura do Esforo Carga Aplic. % da Flexo % da Flexo

em Relao ao topo (daN) nominal cm % nominal cm % L

50 50% 0 25% 5.5 0.50%100 100% 0 50% 15 1.36%

0,1m 150 - - - 75% 25.6 2.33%200 - - - 100% 35.7 3.25%250 - - - 125% 48.9 4.45%50 50% 0 25% 6 0.55%

100 100% 0 50% 15.4 1.40%0,5m 150 - - - 75% 26.1 2.37%

200 - - - 100% 34.7 3.15%

250 - - - 125% 45.2 4.11%50 50% 0 25% 4.9 0.45%

100 100% 0 50% 14 1.27%Esf. 1,0m 150 - - - 75% 22.5 2.05%

Concentrado 200 - - - 100% 31.6 2.87%250 - - - 125% 39.6 3.60%50 50% 0 25% 3.5 0.32%

100 100% 0 50% 11.5 1.05%1,5m 150 - - - 75% 19.8 1.80%

200 - - - 100% 26.5 2.41%250 - - - 125% 34.9 3.17%50 50% 0 25% 3.7 0.34%

100 100% 0 50% 10.1 0.92%2,0m 150 - - - 75% 18.4 1.67%

200 - - - 100% 24.5 2.23%250 - - - 125% 30.8 2.80%

50 50% 0 25% 3.6 0.33%100 100% 0 50% 13.6 1.24%

0,1/0,8/1,5m 150 - - - 75% 22.6 2.05%200 - - - 100% 31.8 2.89%

Esf. 250 - - - 125% 40.2 3.65%Distribudo 50 50% 0 25% 4.4 0.40%

100 100% 0 50% 15.4 1.40%0,15/0,35/0,55/0,75m 150 - - - 75% 25.8 2.35%

200 - - - 100% 33.5 3.05%250 - - - 125% 44.1 4.01%

COPRELENGENHARIA

Jul-07


127/156

25% 50% 75% 100%

0,1m 5.5 15 25.6 35.70,5m 6 15.4 26.1 34.71,0m 4.9 14 22.5 31.61,5m 3.5 11.5 19.8 26.52,0m 3.7 10.1 18.4 24.5

25% 50% 75% 100%

AT 3.6 13.6 22.6 31.8

BT 4.4 15.4 25.8 33.5

20% 30% 40% 50% 60% 70% 80% 90% 100% 110%0

5

10

15

20

25

30

35

40Flexo em Postes DT em Funo da Carga AplicadaPoste 11(200daN) - Face B (Lisa) - Esf. Concentrado


Flexo(cm)

20% 30% 40% 50% 60% 70% 80% 90% 100% 110%

0

5

10

15

20

2530

35

40



Flexo(cm)


128/156

ENSAIOS DE ELASTICIDADE EM POSTES DE CONCRETO DUPLO "T" E TRONCO CNICO

400 daN POSTE

200 daN 12000 DT - 12 (400daN)

12 m Face A - Cncava Face B - Lisa

Altura do Esforo % da Flexo % da Flexo

(daN) nominal cm % L nominal cm % L Fotos

Esf.Concentr

ado

0,1m

50 25% 8.5 0.71% 13% 1.3 0.11%100 50% 18.3 1.53% 25% 2.9 0.24%150 75% 29.6 2.47% 38% 5.6 0.47%200 100% 42.4 3.53% 50% 10 0.83%250 - - - 63% 13.4 1.12%300 - - - 75% 19.1 1.59%350 - - - 88% 24.5 2.04%400 - - - 100% 28.9 2.41% 128-129450 - - - 113% - -

0,5m

50 25% 11 0.92% 13% 1.2 0.10%100 50% 21 1.75% 25% 3.8 0.32%150 75% 29.8 2.48% 38% 7.4 0.62%200 100% 38.8 3.23% 50% 10.2 0.85%250 - - - 63% 14 1.17% 130-131300 - - - 75% 17 1.42%350 - - - 88% 20 1.67%400 - - - 100% 23.2 1.93%450 - - - 113% - -

1,0m

50 25% 9 0.75% 13% 1.5 0.13%100 50% 19.2 1.60% 25% 3.8 0.32%150 75% 28.4 2.37% 38% 6.6 0.55%200 100% 36.3 3.03% 50% 9.8 0.82%250 - - - 63% 13 1.08%300 - - - 75% 15.8 1.32%350 - - - 88% 18.6 1.55%400 - - - 100% 20.8 1.73%450 - - - 113% - -

1,5m

50 25% 8 0.67% 13% 1.2 0.10%100 50% 17.1 1.43% 25% 3.2 0.27%150 75% 24 2.00% 38% 5.8 0.48%200 100% 31.6 2.63% 50% 8.6 0.72%250 - - - 63% 11.6 0.97%300 - - - 75% 14.4 1.20%350 - - - 88% 16.6 1.38%400 - - - 100% 18.7 1.56%450 - - - 113% - -

2,0m

50 25% 5 0.42% 13% 1.1 0.09%100 50% 13.6 1.13% 25% 2.5 0.21%150 75% 21.5 1.79% 38% 4.8 0.40%200 100% 29 2.42% 50% 6.9 0.58%250 - - - 63% 9.6 0.80%

CargaAplic.

em Relao aotopo


129/156

300 - - - 75% 12 1.00%350 - - - 88% 14.1 1.18%400 - - - 100% 16 1.33%450 - - - 113% - -

E

sf.Distribudo 0,1/0,8/1,5m

50 25% 7 0.58% 13% 1.2 0.10%

100 50% 14.6 1.22% 25% 3.5 0.29%150 75% 24 2.00% 38% 7.5 0.63%200 100% 33.2 2.77% 50% 10.3 0.86% 132250 - - - 63% 13.5 1.13%300 - - - 75% 16.9 1.41%350 - - - 88% 19.4 1.62%400 - - - 100% 21.9 1.83%450 - - - 113% - -50 25% 3 0.25% 13% 1.8 0.15%

100 50% 13 1.08% 25% 3.7 0.31%150 75% 20.8 1.73% 38% 8.4 0.70%200 100% 28 2.33% 50% 11.3 0.94%

250 - - - 63% 14 1.17%300 - - - 75% 17.5 1.46%350 - - - 88% 22 1.83%400 - - - 100% 24.5 2.04%450 - - - 113% - -

COPRELGENHARIA8/5/07

0,15/0

,35/0,5

5/0,75

m


130/156

13% 25% 38% 50% 63% 75% 88% 100%

0,1m 1.3 2.9 5.6 10 13.4 19.1 24.5 28.9

0,5m 1.2 3.8 7.4 10.2 14 17 20 23.2

1,0m 1.5 3.8 6.6 9.8 13 15.8 18.6 20.81,5m 1.2 3.2 5.8 8.6 11.6 14.4 16.6 18.72,0m 1.1 2.5 4.8 6.9 9.6 12 14.1 16

13% 25% 38% 50% 63% 75% 88% 100%

AT 1.2 3.5 7.5 10.3 13.5 16.9 19.4 21.9BT 1.8 3.7 8.4 11.3 14 17.5 22 24.5

25% 50% 75% 100%0,1m 8.5 18.3 29.6 42.40,5m 11 21 29.8 38.81,0m 9 19.2 28.4 36.31,5m 8 17.1 24 31.6

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% 110%0

5

10

15

20

25

3035

Flexo em Postes DT em Funo da Carga AplicadaPoste 12(400daN) - Face B (Lisa) - Esf. Concentrado


Flexo(cm)

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% 110%0

5

10

15

20

25

30



Flexo(cm

)

30

35

40

45

Flexo em Postes DT em Funo da Carga AplicadaPoste 12(400daN) - Face A (Cncava) - Esf. Concentrado

cm)


131/156

2,0m 5 13.6 21.5 29

25% 50% 75% 100%

AT 7 14.6 24 33.2BT 3 13 20.8 28

20% 30% 40% 50% 60% 70% 80% 90% 100% 110%0

5

10

15

20


Flexo(

20% 30% 40% 50% 60% 70% 80% 90% 100% 110%0

5

10

15

20

25

30

35

Flexo em Postes DT em Funo da Carga AplicadaPoste 12(400daN) - Face A (Cncava) - Esf. Distribudo


Flexo

(cm)


132/156

ENSAIOS DE ELASTICIDADE EM POSTES DE CONCRETO DUPLO "T" E TRONC

600 daN POSTE

300 daN DT - 12 (600daN)

12 m Face A - Cncava Face B - Lisa

% da Flexo % da Flexo

(daN) nominal cm % L nominal cm % L Fotos

sforoConcen

trado

0,1m

50 17% 1.8 0.2% 8% 0.7 0.1%100 33% 6.9 0.6% 17% 2.7 0.2%150 50% 15 1.3% 25% 5.4 0.5%200 67% 23.4 2.0% 33% 8.2 0.7% 63250 83% 33 2.8% 42% 11.1 0.9%300 100% 42.8 3.6% 50% 14.1 1.2% 64350 - - - 58% 16.7 1.4% 65400 - - - 67% 18.7 1.6% 66450 - - - 75% 21.6 1.8% 67500 - - - 83% 24.6 2.1% 68550 - - - 92% 27.9 2.3% 69600 - - - 100% 30.3 2.5% 70 a 72650 - - - 108% - -

0,5m

50 17% 3.8 0.3% 8% 1.2 0.1%100 33% 11 0.9% 17% 3 0.3%150 50% 17.2 1.4% 25% 5.4 0.5%200 67% 22.8 1.9% 33% 8 0.7%250 83% 29.8 2.5% 42% 10.4 0.9% 74300 100% 36.4 3.0% 50% 12.6 1.1% 75350 - - - 58% 15 1.3% 76400 - - - 67% 17 1.4% 77450 - - - 75% 18.6 1.6% 78500 - - - 83% 20.9 1.7% 79550 - - - 92% 22.9 1.9% 80600 - - - 100% 25 2.1% 81650 - - - 108% - -

1,0m

50 17% 2.7 0.2% 8% 0.6 0.1%100 33% 9.3 0.8% 17% 2.4 0.2%150 50% 15.4 1.3% 25% 4.8 0.4%200 67% 20.4 1.7% 33% 6.6 0.6%250 83% 25.6 2.1% 42% 8.8 0.7%300 100% 31.1 2.6% 50% 11 0.9%350 - - - 58% 12.6 1.1%400 - - - 67% 14.4 1.2%450 - - - 75% 16.2 1.4%500 - - - 83% 18 1.5% 82550 - - - 92% 19.8 1.7% 83600 - - - 100% 20.8 1.7% 84650 - - - 108% - -50 17% 1.8 0.2% 8% 0.3 0.0%

Altura doEsforo

CargaAplic.

em Relao aotopo


133/156

E

1,5m

100 33% 7.5 0.6% 17% 2 0.2%150 50% 13.1 1.1% 25% 4 0.3%200 67% 18.1 1.5% 33% 6 0.5%250 83% 23.2 1.9% 42% 8 0.7%300 100% 27.9 2.3% 50% 9.6 0.8%350 - - - 58% 11 0.9%

400 - - - 67% 13 1.1%450 - - - 75% 14.5 1.2%500 - - - 83% 16 1.3% 85550 - - - 92% 17.8 1.5% 86600 - - - 100% 19.4 1.6% 87650 - - - 108% - -

2,0m

50 17% 2 0.2% 8% 0.3 0.0%100 33% 6.8 0.6% 17% 1.8 0.2%150 50% 12.3 1.0% 25% 3.4 0.3%200 67% 17.1 1.4% 33% 5.3 0.4%250 83% 22.2 1.9% 42% 7 0.6%300 100% 26.1 2.2% 50% 8.5 0.7%

350 - - - 58% 10 0.8%400 - - - 67% 11.4 1.0%450 - - - 75% 13.2 1.1%500 - - - 83% 14.3 1.2% 88550 - - - 92% 15.8 1.3% 89600 - - - 100% 17.3 1.4% 90650 - - - 108% 19 1.6% 91700 - - - 117% 20.3 1.7%750 - - - 125% 21.8 1.8%800 - - - 133% 23.4 2.0%840 - - - 140% 24.6 2.1%

Esf.Distr

ibudo

0,1/0,8/1,5m

50 17% 0.8 0.1% 8% 0.2 0.0%100 33% 8.1 0.7% 17% 0.9 0.1%150 50% 15.8 1.3% 25% 2.1 0.2%200 67% 23.2 1.9% 33% 3.9 0.3% 28250 83% 31.7 2.6% 42% 6.1 0.5%300 100% 38.6 3.2% 50% 8.2 0.7%350 - - - 58% 10.4 0.9% 29400 - - - 67% 12.9 1.1% 30450 - - - 75% 15.2 1.3%500 - - - 83% 17.7 1.5% 31-32550 - - - 92% 20.3 1.7% 33600 - - - 100% 23.8 2.0% 34

650 - - - 108% - -

5/0,35/0,55/0,75

50 17% 0.7 0.1% 8% 0.2 0.0%100 33% 9.1 0.8% 17% 2.3 0.2%150 50% 17.2 1.4% 25% 4.6 0.4%200 67% 23.6 2.0% 33% 6.9 0.6%250 83% 32.2 2.7% 42% 9.8 0.8% 38300 100% 37.5 3.1% 50% 11.9 1.0% 39350 - - - 58% 14.2 1.2% 40400 - - - 67% 16 1.3% 41


134/156

450 - - - 75% 18.2 1.5% 42500 - - - 83% 20.2 1.7%550 - - - 92% 22.5 1.9% 45600 - - - 100% 25.2 2.1% 47 a 49650 - - - 108% - -


135/156

CNICO

8% 17% 25% 33% 42% 50% 58% 67% 75% 83% 92%

0,1 m 0.7 2.7 5.4 8.2 11.1 14.1 16.7 18.7 21.6 24.6 27.90,5 m 1.2 3 5.4 8 10.4 12.6 15 17 18.8 20.9 22.91,0 m 0.6 2.4 4.8 6.6 8.8 11 12.6 14.4 16.2 18 19.81,5 m 0.3 2 4 6 8 9.6 11 13 14.5 16 17.82,0 m 0.3 1.8 3.4 5.3 7 8.5 10 11.4 13.2 14.3 15.8

8% 17% 25% 33% 42% 50% 58% 67% 75% 83% 92%

AT 0.2 0.9 2.1 3.9 6.1 8.2 10.4 12.9 15.2 17.7 20.3BT 0.2 2.3 4.6 6.9 9.8 11.9 14.2 16 18.2 20.2 22.5

17% 33% 50% 67% 83% 100%0,1 m 1.8 6.9 15 23.4 33 42.80,5 m 3.8 11 17.2 22.8 29.8 36.41,0 m 2.7 9.3 15.4 20.4 25.6 31.11,5 m 1.8 7.5 13.1 18.1 23.2 27.9

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 1000

5

10

15

20

25

30

35

Flexo em Postes DT em Funo da Carga AplicadaPoste 12(600daN) - Face B (Lisa) - Esf. Concentrado

0,1 m 0,5 m 1,0 m 1,5 m 2,0 m% da carga nominal

Flexo(cm)

0% 20% 40% 60% 80% 100%0

5

10

15

20

25

30



Flexo(cm)

45

Flexo em Postes DT em Funo da Carga AplicadaPoste 12(600daN) - Face A (Cnc.) - Esf. Concentrado


136/156

2,0 m 2 6.8 12.3 17.1 22.2 26.1

17% 33% 50% 67% 83% 100%

AT 0.8 8.1 15.8 23.2 31.7 38.6BT 0.7 9.1 17.2 23.6 32.2 37.5

10% 20% 30% 40% 50% 60% 70% 80% 90% 100%0

5

1015

20

25

30

35

0,1 m 0,5 m 1,0 m 1,5 m 2,0 m% da carga nominal

Flexo(cm)

10% 20% 30% 40% 50% 60% 70% 80% 90% 10005

1015202530354045

Flexo em Postes DT em Funo da Carga AplicadaPoste 12(600daN) - Face A (Cnc.) - Esf. Distribudo


Flexo(cm)


137/156


138/156

100%

30.325

20.819.417.3

100%

23.825.2

110%

120%


139/156

110%

110%


140/156


141/156

ENSAIOS DE ELASTICIDADE EM POSTES DE CONCRETO DUPLO "T" E TRONCO CNICO

1000 daN POSTE

12 m TC - 12 (1000daN)

Carga Aplic. % da Flexo

(daN) nominal cm % Fotos

0,1m

50 5% 0.8 0.07%100 10% 1.5 0.13%150 15% 2.7 0.23%200 20% 4.0 0.33%250 25% 5.7 0.48%300 30% 7.5 0.63%350 35% 9.0 0.75%400 40% 11.0 0.92% 94450 45% 12.8 1.07%500 50% 15.1 1.26% 95

550 55% 16.8 1.40% 96600 60% 18.8 1.57% 99650 65% 20.0 1.67% 98-100700 70% 21.5 1.79% 101750 75% 23.5 1.96%800 80% 25.9 2.16%850 85% 27.8 2.32%900 90% 29.8 2.48% 103950 95% 32.0 2.67%

1000 100% 34.4 2.87%

0,5m

50 5% 0.8 0.07%100 10% 1.8 0.15%

150 15% 4.2 0.35%200 20% 5.0 0.42%250 25% 6.4 0.53%300 30% 8.0 0.67%350 35% 9.8 0.82%400 40% 11.2 0.93%450 45% 13.2 1.10%500 50% 14.9 1.24%550 55% 16.9 1.41%600 60% 18.4 1.53% 104-105650 65% 20.1 1.68%700 70% 22.1 1.84%

750 75% 24.1 2.01%800 80% 25.7 2.14%850 85% 27.4 2.28% 106900 90% 29.0 2.42%950 95% 31.0 2.58% 108

1000 100% 32.7 2.73% 10950 5% 0.6 0.05%

100 10% 1.5 0.13%

Altura doEsforo

em Relao aotopo


142/156

1,0m

150 15% 3.4 0.28%200 20% 4.5 0.38%250 25% 5.8 0.48%300 30% 8.2 0.68%350 35% 9.8 0.82%400 40% 10.7 0.89%

450 45% 12.4 1.03%500 50% 13.8 1.15%550 55% 15.8 1.32%600 60% 17.6 1.47%650 65% 19.0 1.58%700 70% 20.7 1.73% 110750 75% 22.0 1.83%800 80% 24.0 2.00%850 85% 25.4 2.12%900 90% 27.1 2.26%950 95% 28.5 2.38%

1000 100% 30.2 2.52%

1,5m

50 5% 0.6 0.05%100 10% 1.3 0.11%150 15% 2.4 0.20%200 20% 3.9 0.33%250 25% 5.1 0.43%300 30% 6.6 0.55%350 35% 8.0 0.67%400 40% 9.6 0.80%450 45% 10.6 0.88%500 50% 12.4 1.03%550 55% 14.0 1.17%600 60% 15.5 1.29%

650 65% 16.9 1.41%700 70% 18.6 1.55%750 75% 19.8 1.65%800 80% 21.0 1.75%850 85% 22.6 1.88%900 90% 24.0 2.00%950 95% 25.5 2.13%

1000 100% 27.0 2.25%

2,0m

50 5% 0.5 0.04%100 10% 1.2 0.10%150 15% 2.0 0.17%200 20% 3.4 0.28%

250 25% 4.4 0.37%300 30% 5.4 0.45%350 35% 7.2 0.60%400 40% 8.4 0.70%450 45% 9.7 0.81%500 50% 11.1 0.93%550 55% 12.4 1.03%600 60% 13.9 1.16%650 65% 15.4 1.28%


143/156

700 70% 16.7 1.39%750 75% 18.0 1.50%800 80% 19.2 1.60%850 85% 20.4 1.70%900 90% 21.8 1.82%950 95% 23.2 1.93%

1000 100% 24.4 2.03%

Esfor

odistribudo

0,1/0,8/1,5m

50 5% 0.6 0.05%100 10% 1.3 0.11%150 15% 2.5 0.21%200 20% 4.0 0.33%250 25% 5.5 0.46%300 30% 7.5 0.63%350 35% 9.6 0.80%400 40% 10.5 0.88%450 45% 12.3 1.03%500 50% 14.0 1.17%

550 55% 16.1 1.34% 120-121600 60% 18.0 1.50%650 65% 19.0 1.58%700 70% 21.0 1.75% 122-123750 75% 22.2 1.85%800 80% 24.2 2.02%850 85% 25.5 2.13%900 90% 26.9 2.24%950 95% 28.5 2.38%

1000 100% 30.1 2.51% 124-125

5/0,35/0,55/0,75

50 5% 0.6 0.05%100 10% 1.5 0.13%

150 15% 3.2 0.27%200 20% 4.8 0.40%250 25% 6.0 0.50%300 30% 8.0 0.67%350 35% 10.0 0.83%400 40% 12.0 1.00%450 45% 13.9 1.16%500 50% 15.9 1.33%550 55% 17.5 1.46%600 60% 19.4 1.62%650 65% 21.1 1.76%700 70% 22.8 1.90%

750 75% 24.7 2.06%800 80% 26.5 2.21%850 85% 28.0 2.33%900 90% 29.5 2.46%950 95% 30.6 2.55%

1000 100% 33.0 2.75%


144/156

5% 10% 15% 20% 25% 30% 35% 40% 45% 50% 55% 60% 65%0,1m 0.8 1.5 2.7 4.0 5.7 7.5 9.0 11.0 12.8 15.1 16.8 18.8 20.00,5m 0.8 1.8 4.2 5.0 6.4 8.0 9.8 11.2 13.2 14.9 16.9 18.4 20.11,0m 0.6 1.5 3.4 4.5 5.8 8.2 9.8 10.7 12.4 13.8 15.8 17.6 19.01,5m 0.6 1.3 2.4 3.9 5.1 6.6 8.0 9.6 10.6 12.4 14.0 15.5 16.92,0m 0.5 1.2 2.0 3.4 4.4 5.4 7.2 8.4 9.7 11.1 12.4 13.9 15.4

5% 10% 15% 20% 25% 30% 35% 40% 45% 50% 55% 60% 65%AT 0.6 1.3 2.5 4.0 5.5 7.5 9.6 10.5 12.3 14.0 16.1 18.0 19.0BT 0.6 1.5 3.2 4.8 6.0 8.0 10.0 12.0 13.9 15.9 17.5 19.4 21.1

0% 10% 20% 30% 40% 50% 60% 70%0.0

5.0

10.0

15.0

20.0

25.0

30.0

35.0

40.0

Flexo em Postes T. Cnico em Funo da Carga APoste 12(1000daN) - Esf. Concentrado

0,1m 0,5m 1,0m 1,5m 2,% da carga nominal

Flexo(cm)

0% 10% 20% 30% 40% 50% 60% 70%

0.0

5.0

10.0

15.0

20.0

25.0

30.0

35.0

Flexo em Postes T. Cnico em Funo da Carga AplicPoste 12(1000daN) - Esf. Distribudo


Flexo(cm)


145/156


146/156


147/156

70% 75% 80% 85% 90% 95% 100%21.5 23.5 25.9 27.8 29.8 32.0 34.422.1 24.1 25.7 27.4 29.0 31.0 32.720.7 22.0 24.0 25.4 27.1 28.5 30.218.6 19.8 21.0 22.6 24.0 25.5 27.016.7 18.0 19.2 20.4 21.8 23.2 24.4

70% 75% 80% 85% 90% 95% 100%21.0 22.2 24.2 25.5 26.9 28.5 30.122.8 24.7 26.5 28.0 29.5 30.6 33.0

80% 90% 100% 110%

licada

m

80% 90% 100% 110%

da


148/156


149/156


150/156

0,1m

25% 50% 75% 100%

DT-9(2) 2.9 7.5 17.8 26.3DT-11(2) 5.5 15 25.6 35.7

DT-12(4) 2.9 10.0 19.1 28.9

DT-12(6) 5.4 14.1 21.6 30.3

TC-12(10) 5.7 15.1 23.5 34.4

Mdia 4.7 13.1 21.4 31.2

0,5m

25% 50% 75% 100%

DT-9(2) 4.6 13.4 20.1 27.9

DT-11(2) 6 15.4 26.1 34.7

DT-12(4) 3.8 10.2 17.0 23.2

DT-12(6) 5.4 12.6 18.6 25.0

TC-12(10) 6.4 14.9 24.1 32.7

Mdia 5.2 12.6 19.9 27.0

1,0m

25% 50% 75% 100%

DT-9(2) 3.5 10.2 17.2 22.8

DT-11(2) 4.9 14 22.5 31.6

DT-12(4) 3.8 9.8 15.8 20.8

DT-12(6) 4.8 11.0 16.2 20.8

TC-12(10) 5.8 13.8 22.0 30.2

Mdia 4.8 11.5 18.0 23.9

1,5m 4

25% 50% 75% 100%

DT-9(2) 2.6 7.9 14.1 18.5

DT-11(2) 3.5 11.5 19.8 26.5

DT-12(4) 3.2 8.6 14.4 18.7

DT-12(6) 4.0 9.6 14.5 19.4

TC-12(10) 5.1 12.4 19.8 27.0

Mdia 4.1 10.2 16.2 21.7

2,0m

25% 50% 75% 100%DT-9(2) 2.3 6.2 11.6 17.4

DT-11(2) 3.7 10.1 18.4 24.5

DT-12(4) 2.5 6.9 12.0 16.0

DT-12(6) 3.4 8.5 13.2 17.3

TC-12(10) 4.4 11.1 18.0 24.4

Mdia 3.4 8.8 14.4 19.2

AT

20% 30% 40% 50% 60% 70% 80% 90%

0.0

5.0

10.0

15.0

20.0

25.0

30.0

35.0

40.0

Flexo em Postes DT e TC em Funo da Carga Aplicada- Esf. Concentrado a 0,1m do Topo - Face B (Lisa) -

DT-11(2) DT-9(2) DT-11(2) DT-1

DT-12(6) TC-12(10) Mdia% da carga nominal

Flexo(cm)

20% 30% 40% 50% 60% 70% 80% 90%

0.0

5.0

10.0

15.0

20.0

25.0

30.0

35.0Flexo em Postes DT e TC em Funo da Carga Aplicada- Esf. Concentrado a 1,0m do Topo - Face B (Lisa) -

DT-11(2) DT-9(2) DT-11(2) DT-12

DT-12(6) TC-12(10) Mdia

% da carga nominal

Flexo(cm)

20% 30% 40% 50% 60% 70% 80% 90%

0.05.0

10.0

15.0

20.0

25.0

30.0


DT-11(2) DT-9(2) DT-11(2) DT-12


Flexo(cm)

35.0

40.0

Flexo em Postes DT e TC em Funo da Carga Aplicada- Esf. Distribudo a 0,1/0,3/0,5/0,7m do Topo -


151/156

25% 50% 75% 100%

DT-9(2) 3.6 13.6 22.6 31.8

DT-11(2) 3.6 13.6 22.6 31.8

DT-12(4) 3.5 10.3 16.9 21.9

DT-12(6) 2.1 8.2 15.2 23.8

TC-12(10) 5.5 14.0 22.2 30.1

Mdia 3.7 10.8 18.1 25.3

BT

25% 50% 75% 100%

DT-9(2) 4.1 15.3 25.5 33.2

DT-11(2) 4.4 15.4 25.8 33.5

DT-12(4) 3.7 11.3 17.5 24.5

DT-12(6) 4.6 11.9 18.2 25.8

TC-12(10) 6.0 15.9 24.7 33.0

Mdia 4.8 13.0 20.1 27.8

COPRELENGENHARIA

Jul-07

20% 30% 40% 50% 60% 70% 80% 90%

0.05.0

10.0

15.0

20.0

25.0

30.0

DT-11(2) DT-9(2) DT-11(2) DT-12


Flexo(cm)


152/156

100% 110%(4) 20% 30% 40% 50% 60% 70% 80% 90% 100% 110%

0.0

5.0

10.0

15.0

20.0

25.0

30.0

35.0

40.0


DT-11(2) DT-9(2) DT-11(2) DT-12(4)


Flexo(cm)

100% 110%(4) 20% 30% 40% 50% 60% 70% 80% 90% 100% 110%

0.0

5.0

10.0

15.0

20.0

25.0

30.0Flexo em Postes DT e TC em Funo da Carga Aplicada- Esf. Concentrado a 1,5m do Topo - Face B (Lisa) -

DT-11(2) DT-9(2) DT-11(2) DT-12(4)

DT-12(6) TC-12(10) Mdia

% da carga nominal

Flexo(cm)

100% 110%4) 20% 30% 40% 50% 60% 70% 80% 90% 100% 110%

0.05.0

10.0

15.0

20.0

25.0

30.0

35.0

Flexo em Postes DT e TC em Funo da Carga Aplicada- Esf. Distr ibudo a 0,1/0,8/1,5m do Topo -

DT-11(2) DT-9(2) DT-11(2) DT-12(4)


Flexo(cm)


153/156

100% 110%(4)


154/156

Resultado

0.070251


155/156

Calcula

Por fav

Calcula

Por fav


156/156

do ......

r aguarde

do ......

r aguarde

Calculo Esforco_Mecanico

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