Cálculo de Flechas y Tensiones

8/22/2019 Clculo de Flechas y Tensiones

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ANEXO 1

INFORME DE VANO VIENTO Y

VANO PESO DE LAS

ESTRUCTURAS


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PLS-CADD Ver si on 10. 60x64 07: 52: 51 a. m. mart es, 03 de j ul i o de 2012I ngeni er i a Especi al i zada S. A.Proj ect Name: ' d:\ pr oyect os\ ampl i aci on 12\ pl s\ l t ayavi r i a 138 kv v2. DON'St r uct ure Wi nd and Wei ght Spans Report

Wind & Weight Span ReportLC WC Weather Case Cable# # Description Condition-----------------------------------------1 1 Caso Fl echa mi ni ma I ni t i al RS2 3 Caso T. max operaci on Cr eep RS

Heaviest Cable Wind & Weight SpansNote: Span lengths used are distances between structure centers

Str. Station R Structure Line Extra Wind Weight WeightNo. e File Angle Cost Span Span Span

q Name LC# 1 LC# 2(m) (deg) (m) (m) (m)

------------------------------------------------------------------------------T. exi st ente 1. 50 N t or r e t r i angul ar 0. 00 0 158 220 200

T1 317. 85 Y t or r e t r i angul ar - 57. 00 0 326 386 369T2 652. 28 Y t or r e t r i angul ar - 14. 00 0 281 224 232T3 879. 03 N t or r e t r i angul ar 0. 00 0 135 343 139

Wind & Weight Spans By Attachment SetNote: Span lengths used are distances between attachment sets

Str. Station R Structure Line Extra --Attachment--- Cable Wind Weight WeightNo. e File Angle Cost -----Set------- Name Span Span Span

q Name No. Desc. Ahead LC# 1 LC# 2(m) (deg) (m) (m) (m)

----------------------------------------------------------------------------------------------------------------------T. exi st ente 1. 50 N t or r e t r i angul ar 0. 00 0 1 C. Guarda 1 5_16- 7_st r and_hs_s t eel 158 217 208

2 Ci r cui t o 1 canton_aaac 158 220 200T1 317. 85 Y t or r e t r i angul ar - 57. 00 0 1 C. Guarda 1 5_16- 7_st r and_hs_s t eel 326 384 377

2 Ci r cui t o 1 canton_aaac 325 386 369T2 652. 28 Y t or r e t r i angul ar - 14. 00 0 1 C. Guarda 1 5_16- 7_st r and_hs_s t eel 281 221 225

2 Ci r cui t o 1 canton_aaac 281 223 231T3 879. 03 N t or r e t r i angul ar 0. 00 0 1 C. Guarda 1 5_16- 7_st r and_hs_s t eel 136 616 291

2 Ci r cui t o 1 canton_aaac 135 342 138


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ANEXO 2

INFORME DE FLECHAS Y

TENSIONES


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PLS-CADD Ver si on 10. 60x64 07: 53: 53 a. m. mart es, 03 de j ul i o de 2012I ngeni er i a Especi al i zada S. A.Proj ect Name: ' d:\ pr oyect os\ ampl i aci on 12\ pl s\ l t ayavi r i a 138 kv v2. DON'

Section Sagging Data

Sec. Cable From To Voltage Ruling -----------Sagging Data------------- DisplayNo. File Str. Str. Span Condition Temp. Catenary Horiz. Catenary

Name Constant Tension Constant(kV) (m) (deg C) (m) (daN) (m)

--------------------------------------------------------------------------------------------------------------------1 canton_aaac. wi r T. exi st ent e T1 138 315. 6 Cr eep RS 75. 0 1272. 9 687. 9 1272. 92 canton_aaac. wi r T1 T2 138 333. 0 Cr eep RS 75. 0 1291. 4 697. 9 1291. 43 canton_aaac. wi r T2 T3 138 226. 5 Cr eep RS 75. 0 1114. 3 602. 2 1114. 34 cant on_aaac. wi r T3 PORTI CO 138 43. 8 Cr eep RS 75. 0 360. 9 195. 0 360. 75 5_16- 7_st r and_hs_st eel . wi r T. exi st ent e T1 0 316. 2 Cr eep RS 75. 0 1522. 9 455. 6 1522. 96 5_16- 7_st r and_hs_st eel . wi r T1 T2 0 333. 7 Cr eep RS 75. 0 1534. 1 459. 0 1534. 17 5_16- 7_st r and_hs_st eel . wi r T2 T3 0 226. 6 Cr eep RS 75. 0 1400. 6 419. 0 1400. 68 5_16- 7_st r and_hs_s t eel . wi r T3 PORTI CO 0 42. 2 Cr eep RS 75. 0 693. 8 207. 6 692. 5

Section Geometry Data

Notes: Lengths are arc lengths along the wire at 75 (deg C), Creep.Lengths are adjusted for the number of phases, the number of subconductors and to exclude the length of straininsulators..

Sec. Cable From To Number Wires Min. Max. Ruling TotalNo. File Str. Str. of Per Span Span Span Cable

Name Phases Phase Length

(m) (m) (m) (m)--------------------------------------------------------------------------------------------------

1 cant on_aaac. wi r T. exi st ent e T1 3 1 315. 8 315. 8 315. 6 947. 32 canton_aaac. wi r T1 T2 3 1 333. 7 333. 7 333. 0 1003. 13 canton_aaac. wi r T2 T3 3 1 226. 6 226. 6 226. 5 678. 34 canton_aaac. wi r T3 PORTI CO 3 1 44. 0 44. 0 43. 8 124. 85 5_16- 7_st r and_hs_st eel . wi r T. exi st ent e T1 1 1 316. 4 316. 4 316. 2 317.16 5_16- 7_st r and_hs_st eel . wi r T1 T2 1 1 334. 4 334. 4 333. 7 335. 87 5_16- 7_st r and_hs_st eel . wi r T2 T3 1 1 226. 8 226. 8 226. 6 227. 18 5_16- 7_st r and_hs_st eel . wi r T3 PORTI CO 1 1 43. 9 43. 9 42. 2 45. 6


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Section #1 from structure #T. existente to structure #T1, start set #2 'Circuito 1', end set #2 'Circuito 1'Cable 'c:\users\carlos.lopez\desktop\usb\carlos\lineas de transmision\pls\cables\generic_nonlinear\aaac\canton_aaac.wir', Ruling span

(m) 315.63Saggi ng dat a: Catenary ( m) 1272. 9, Hori z. Tensi on ( N) 6878. 91 Condi t i on C Temper atur e (deg C) 75Weather case f or f i nal af t er cr eep Caso EDS, Equi val ent t o 19. 8 ( deg C) t emper atur e i ncreaseWeather case f or f i nal af t er l oad Caso vi ent o maxi mo, Equi val ent t o 4. 4 ( deg C) t emper atur e i ncrease

Ruling Span Sag Tension Report

------Weather Case------ | --Cable Load-- | ----R.S. Initial Cond.---- | -----R.S. Final Cond.----- | -----R.S. Final Cond.----- | | | | --------After Creep------- | --------After Load-------- |

# Description | Hor. Vert Res. | Max. Hori. Max R.S. | Max. Hori. Max R.S. | Max. Hori. Max R.S. || -----Load----- |Tens. Tens. Ten C Sag |Tens. Tens. Ten C Sag |Tens. Tens. Ten C Sag || ----(daN/m)--- |(daN) (daN) %UL (m) (m) |(daN) (daN) %UL (m) (m) |(daN) (daN) %UL (m) (m) |

----------------------------------------------------------------------------------------------------------------------------------- 1 Caso Fl echa mi ni ma 0. 00 0. 54 0. 54 1045 1038 18 1921 6. 48 932 925 16 1712 7. 28 1034 1028 17 1901 6. 552 Caso EDS 0. 00 0. 54 0. 54 991 984 17 1821 6. 84 888 880 15 1629 7. 65 978 971 17 1797 6. 933 Caso T. max operac i on 0. 00 0. 54 0. 54 758 750 13 1388 8. 98 696 688 12 1273 9. 80 743 735 13 1360 9. 174 Caso vi ento medi o 0. 24 0. 54 0. 59 1075 1068 18 1807 6. 89 970 962 16 1629 7. 65 1067 1059 18 1794 6. 95

5 Caso vi ento maxi mo 0. 42 0. 54 0. 69 1193 1185 20 1725 7. 22 1093 1084 18 1578 7. 90 1193 1185 20 1725 7. 22

Section #2 from structure #T1 to structure #T2, start set #2 'Circuito 1', end set #2 'Circuito 1'Cable 'c:\users\carlos.lopez\desktop\usb\carlos\lineas de transmision\pls\cables\generic_nonlinear\aaac\canton_aaac.wir', Ruling span

(m) 333.037Saggi ng dat a: Catenary ( m) 1291. 4, Hori z. Tensi on ( N) 6978. 88 Condi t i on C Temper atur e (deg C) 75Weather case f or f i nal af t er cr eep Caso EDS, Equi val ent t o 19. 6 ( deg C) t emper atur e i ncreaseWeather case f or f i nal af t er l oad Caso vi ent o maxi mo, Equi val ent t o 4. 2 (deg C) t emper atur e i ncrease


------Weather Case------ | --Cable Load-- | ----R.S. Initial Cond.---- | -----R.S. Final Cond.----- | -----R.S. Final Cond.----- |

| | | --------After Creep------- | --------After Load-------- |# Description | Hor. Vert Res. | Max. Hori. Max R.S. | Max. Hori. Max R.S. | Max. Hori. Max R.S. || -----Load----- |Tens. Tens. Ten C Sag |Tens. Tens. Ten C Sag |Tens. Tens. Ten C Sag || ----(daN/m)--- |(daN) (daN) %UL (m) (m) |(daN) (daN) %UL (m) (m) |(daN) (daN) %UL (m) (m) |

----------------------------------------------------------------------------------------------------------------------------------- 1 Caso Fl echa mi ni ma 0. 00 0. 54 0. 54 1028 1017 17 1881 7. 38 927 915 16 1693 8. 19 1018 1006 17 1862 7. 452 Caso EDS 0. 00 0. 54 0. 54 980 968 17 1792 7. 74 887 875 15 1619 8. 57 969 957 16 1770 7. 843 Caso T. max operac i on 0. 00 0. 54 0. 54 768 755 13 1398 9. 93 711 698 12 1291 10. 75 755 742 13 1373 10. 114 Caso vi ento medi o 0. 24 0. 54 0. 59 1063 1051 18 1780 7. 79 969 956 16 1620 8. 57 1056 1043 18 1768 7. 855 Caso vi ento maxi mo 0. 42 0. 54 0. 69 1183 1170 20 1708 8. 13 1092 1079 18 1574 8. 81 1183 1170 20 1708 8. 13


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Section #3 from structure #T2 to structure #T3, start set #2 'Circuito 1', end set #2 'Circuito 1'Cable 'c:\users\carlos.lopez\desktop\usb\carlos\lineas de transmision\pls\cables\generic_nonlinear\aaac\canton_aaac.wir', Ruling span

(m) 226.504Saggi ng dat a: Catenary ( m) 1114. 3, Hori z. Tensi on ( N) 6021. 81 Condi t i on C Temper atur e (deg C) 75Weather case f or f i nal af t er cr eep Caso EDS, Equi val ent t o 20. 6 ( deg C) t emper atur e i ncreaseWeather case f or f i nal af t er l oad Caso vi ent o maxi mo, Equi val ent t o 5. 6 (deg C) t emper atur e i ncrease





Section #4 from structure #T3 to structure #PORTICO, start set #2 'Circuito 1', end set #2 'C1'Cable 'c:\users\carlos.lopez\desktop\usb\carlos\lineas de transmision\pls\cables\generic_nonlinear\aaac\canton_aaac.wir', Ruling span

(m) 43.8207Saggi ng dat a: Catenary (m) 360. 9, Hor i z. Tensi on ( N) 1950. 35 Condi t i on C Temper atur e (deg C) 75Weather case f or f i nal af t er cr eep Caso EDS, Equi val ent t o 24. 7 ( deg C) t emper atur e i ncreaseWeather case f or f i nal af t er l oad Caso vi ento maxi mo, Equi val ent t o 10. 8 (deg C) t emper atur e i ncrease






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Section #5 from structure #T. existente to structure #T1, start set #1 'C. Guarda 1', end set #1 'C. Guarda 1'Cable 'c:\users\carlos.lopez\desktop\usb\carlos\lineas de transmision\pls\cables\generic_nonlinear\steel\5_16-7_strand_hs_steel.wir',

Ruling span (m) 316.187Saggi ng dat a: Catenary ( m) 1522. 9, Hori z. Tensi on ( N) 4556. 14 Condi t i on C Temper atur e (deg C) 75Weather case f or f i nal af t er cr eep Caso EDS, Equi val ent t o 1. 1 ( deg C) t emper atur e i ncreaseWeather case f or f i nal af t er l oad Caso vi ent o maxi mo, Equi val ent t o 2. 4 (deg C) t emper atur e i ncrease





Section #6 from structure #T1 to structure #T2, start set #1 'C. Guarda 1', end set #1 'C. Guarda 1'Cable 'c:\users\carlos.lopez\desktop\usb\carlos\lineas de transmision\pls\cables\generic_nonlinear\steel\5_16-7_strand_hs_steel.wir',Ruling span (m) 333.737Saggi ng dat a: Catenary ( m) 1534. 1, Hori z. Tensi on ( N) 4589. 64 Condi t i on C Temper atur e (deg C) 75Weat her case for f i nal aft er cr eep Caso EDS, Equi val ent t o 1.3 ( deg C) t emper ature i ncreaseWeather case f or f i nal af t er l oad Caso vi ent o maxi mo, Equi val ent t o 2. 4 (deg C) t emper atur e i ncrease



# Description | Hor. Vert Res. | Max. Hori. Max R.S. | Max. Hori. Max R.S. | Max. Hori. Max R.S. |

| -----Load----- |Tens. Tens. Ten C Sag |Tens. Tens. Ten C Sag |Tens. Tens. Ten C Sag || ----(daN/m)--- |(daN) (daN) %UL (m) (m) |(daN) (daN) %UL (m) (m) |(daN) (daN) %UL (m) (m) |----------------------------------------------------------------------------------------------------------------------------------- 1 Caso Fl echa mi ni ma 0. 00 0. 30 0. 30 547 540 15 1806 7. 72 547 540 15 1806 7. 72 545 538 15 1800 7. 742 Caso EDS 0. 00 0. 30 0. 30 534 527 15 1763 7. 90 534 527 15 1763 7. 90 532 525 15 1756 7. 943 Caso T. max operac i on 0. 00 0. 30 0. 30 467 460 13 1539 9. 06 466 459 13 1534 9. 08 465 458 13 1530 9. 114 Caso vi ento medi o 0. 11 0. 30 0. 32 565 558 16 1752 7. 95 565 558 16 1752 7. 95 564 557 16 1748 7. 975 Caso vi ento maxi mo 0. 19 0. 30 0. 36 616 609 17 1706 8. 17 616 609 17 1706 8. 17 616 609 17 1706 8. 17


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Section #7 from structure #T2 to structure #T3, start set #1 'C. Guarda 1', end set #1 'C. Guarda 1'Cable 'c:\users\carlos.lopez\desktop\usb\carlos\lineas de transmision\pls\cables\generic_nonlinear\steel\5_16-7_strand_hs_steel.wir',

Ruling span (m) 226.647Saggi ng dat a: Catenary ( m) 1400. 6, Hori z. Tensi on ( N) 4190. 24 Condi t i on C Temper atur e (deg C) 75Weather case f or f i nal af t er cr eep Caso EDS, Equi val ent t o 1. 9 (deg C) t emper atur e i ncreaseWeather case f or f i nal af t er l oad Caso vi ent o maxi mo, Equi val ent t o 3. 0 (deg C) t emper atur e i ncrease




----------------------------------------------------------------------------------------------------------------------------------- 1 Caso Fl echa mi ni ma 0. 00 0. 30 0. 30 556 554 16 1852 3. 47 556 554 16 1852 3. 47 554 551 16 1843 3. 492 Caso EDS 0. 00 0. 30 0. 30 533 531 15 1775 3. 62 533 531 15 1775 3. 62 530 528 15 1765 3. 643 Caso T. max operac i on 0. 00 0. 30 0. 30 425 422 12 1411 4. 55 422 419 12 1401 4. 59 420 417 12 1394 4. 614 Caso vi ento medi o 0. 11 0. 30 0. 32 564 562 16 1754 3. 66 564 562 16 1754 3. 66 562 560 16 1748 3. 67

5 Caso vi ento maxi mo 0. 20 0. 30 0. 36 607 604 17 1672 3. 84 607 604 17 1672 3. 84 607 604 17 1672 3. 84

Section #8 from structure #T3 to structure #PORTICO, start set #1 'C. Guarda 1', end set #1 'Guarda'Cable 'c:\users\carlos.lopez\desktop\usb\carlos\lineas de transmision\pls\cables\generic_nonlinear\steel\5_16-7_strand_hs_steel.wir',

Ruling span (m) 42.2083Saggi ng dat a: Catenary (m) 693. 8, Hor i z. Tensi on ( N) 2075. 68 Condi t i on C Temper atur e (deg C) 75Weather case f or f i nal af t er cr eep Caso EDS, Equi val ent t o 6. 0 (deg C) t emper atur e i ncreaseWeather case f or f i nal af t er l oad Caso vi ent o maxi mo, Equi val ent t o 6. 3 (deg C) t emper atur e i ncrease


------Weather Case------ | --Cable Load-- | ----R.S. Initial Cond.---- | -----R.S. Final Cond.----- | -----R.S. Final Cond.----- |

| | | --------After Creep------- | --------After Load-------- |# Description | Hor. Vert Res. | Max. Hori. Max R.S. | Max. Hori. Max R.S. | Max. Hori. Max R.S. || -----Load----- |Tens. Tens. Ten C Sag |Tens. Tens. Ten C Sag |Tens. Tens. Ten C Sag || ----(daN/m)--- |(daN) (daN) %UL (m) (m) |(daN) (daN) %UL (m) (m) |(daN) (daN) %UL (m) (m) |


Cálculo de Flechas y Tensiones

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