Jb Serie Gemas

Serie GEMAS

JIMÉNEZ

FOR TRANSPORTATION AND DISTRIBUTIONOF ELECTRICITY

www.grupojbelinchon.com

LATTICE FRAME STEEL TOWERS

©Reproduction in whole or in part in any form or medium is prohibited.Year of Publication: 2010 (2ª Edition)

Is has its own engineeringdepartment, with skilledpersonnel and the mostadvanced spatial calculationprogrammes for finiteelements, and CAD/CAMmanufacture programmes, thatcarry out a developmentprocess and an automatic linkwith its production lines.

It has Quality and Environmental certificates, according UNE-EN-ISO 9001:2000 andUNE-EN-ISO 14001:1996, and established a management system for the preventionof laboral risks. For the raw material control, it has its own laboratories and a test plant for towersand structures in their real size. Such plant test has the most modern equipment andadvanced technology, and its own products and the belonging to its customers canbe tested. Jiménez Belinchón S.A., is standardized in the main electric companies in thecountry, and in the telecommunication sector, is standardized and in the nationalcompanies, and in the international radio equipment manufacturers. Its production plants are in Santa Cruz de la Zarza (Toledo), 80 km from Madrid, andit has 80.000 m2, distributed in six work shops, with an aproximated construction of21.000 m2, and the rest are outdoor warehouses, auxiliar buildings and test plant. Its production capacity is 20.000 metric tons per year.

Jiménez Belinchón is a company specialized in engineering, design andmanufacture of structures and metallic towers for the electric and telecommunicationtowers.

JIMÉNEZ

Overhead Ground optionfor all models


1. Introduction

“In addition to our GEMAS ,JIMÉNEZ BELINCHÓN offers

series

CUSTOM COMPREHENSIVE PROJECTS”

Serie GEMAS

3 INTRODUCTION

1.1. OBJETO This document has been created for being an useful handbook for the user of lattice metallic bearings, catalogued by JIMÉNEZ BELINCHÓN, S.A., for electric lines of 30, 45, 66, 132 y 220 kV. This standardization has been carried out with Bearings calculated by our Engineering department and fulfills the normative for high tension lines, and the specifications of the main electric companies in the market.

1.2. CATALOGUE MODELS

Different models are developed for every tension above mentioned. There are two models for tensions of 30, 45 and 66 kV: ÁMBAR and ÓPALO1, three models for 132 kV: RUBÍ, TOPACIO and AZABACHE, and two models for 220 kV: DIAMANTE and TURQUESA.

The name for this type of towers is GEMAS Series. Next, we mention the towers developed. In the future, these series will be amplified, according our customers’ needs.

MODEL TENSION HEIGHTS AVAILABLE IN m (*)

ÁMBAR Up to 66 kV 9,50 – 11,75 – 14,00 – 16,25 – 18,50 – 20,75 – 23,00 – 25,25 – 27,50

ÓPALO 66 kV. 5,40 – 8,15 – 9,85 – 12,55 – 14,45 – 17,05 – 18,95 – 21,35 – 23,55 – 27,70 – 27,80

RUBÍ 132 kV. 18,00 – 20,00 – 22,00 – 24,00 – 26,00 – 28,00 – 30,00 – 34,00

TOPACIO 132 kV. 18,00 – 20,00 – 22,00 – 24,00 – 26,00 – 28,00 – 30,00 – 34,00

AZABACHE 132 kV. 9,45 – 11,70 – 13,95 – 16,20 – 18,45 – 20,70 – 23,00 – 27,50

DIAMANTE 220 kV. 15,00 – 18,00 – 21,00 – 24,00 – 27,00 – 30,00 – 33,00 – 36,00

TURQUESA 220 kV. 15,00 – 20,00 – 25,00 – 30,00

(*) The indicated height limit the distance between the inferior crossarm and ground level.

_________________________________

1 Possible use in a small lines of 132 kV.

4 INTRODUCTION

1.3. TERMINOLOGY

JIMÉNEZ BELINCHÓN, S.A uses the following contractions for the towers, according the following:

Model:

AM - ÁMBAR OP - ÓPALO RB - RUBÍ TP - TOPACIO AZ - AZABACHE DM - DIAMANTE TQ - TURQUESA

Function Tower (it describes the tower function in every model):

1 - suspension tower 2 - reinforced safety suspension tower. 3 - suspension tower and small angles. 4 - tension tower and small angles. 5 - tension tower and medium angles. 6 - tension tower and heavy angles. 7 - special function tower. 9 - terminal tower.

Disposición de los circuitos. It is defined by the following letters:

E - Hexagonal distribution. T - Triangular distribution. L - Triangular distribution with horizontal base (delta). H - Horizontal distribution. V - Vertical distribution. P - Gantry distribution. B - Umbrella type crossarm distribution. G - Revolving crossarm distribution. C - Insulant crossarm distribution. D - Branching distribution.

5 INTRODUCTION

C2

C

C

FF

A

AC

CC

C2 C2

C C

FF

M

D D

AC

Other Characteristics. They are defined by the following letters:

C - Distance from the bearing axis until the end of the smallest cross. F - Vertical distance between crossarms. A - Vertical distance between earth wire and the top crossarm. M - Vertical distance between earth wires and top crossarm.

Example: RB5 T C3,3/F2,2 A3 26m

A tower with the following characteristics:

RB - RUBÍ Model for 132 kV. 5 - tower function “tension and medium angles”. T - triangular circuit distribution.

C3,3 - distance meter, from the tower axis until the end of the shortest crossarm. F2,2 - 2,2 m vertical distance between crossarm. A3 - earth wire with a distance of 3 m between the earth wire and top crossarm. 26 m - free height, since the earth line until bottom crossarm.

1.4. GENERALITIES

Independently from the different models mentioned in this catalogue, our company can carry out special bearings, even other heights not indicated.

The materials used in the GEMAS Series construction, and considered for the calculation of these towers, are the following: - Angle profiles: Steel, S275 JR or S 355 JO quality according to EN 10025 - Bolts: 5.6 quality, according to DIN 267 and sizes according to DIN 7990. - Washers: According to DIN 7989 - Nuts: Sizes according UNE-EN ISO 4032/4034:2001. Every element used in the tower will be hot dip galvanised, getting a minimum coating of 80 µ (equivalent to 60 grame/m2).

6 INTRODUCTION

The weight, sticking and uniformity of the profiles and sheets coating, has to fulfill UNE-EN ISO 1461:1999 standard. In the same way, bolts and complements have to fulfill UNE-37507 standard. After this process, everything will be tested according our QUALITY CONTROL BOOK TECHNICAL SPECIFICATIONS.

JIMÉNEZ


Serie GEMAS

2. ModelÁMBAR

Overhead Ground Option

9 ÁMBAR Model

2.1. OBJECT

This document has been prepared for being a handbook for users of Lattice Metallic Towers,for electric lines up to 66 kV.

HL=27,50

CO

MU

N S

EC

TIO

NS

FF

A

AC

T.1

T.2

T2,5

T.3

T.4

T.4,5 T.5

T.6T.5,5

T.3,5

HE

AD

FRE

E H

EIG

HT

HL=9,50

HL=11,75

HL=14,00

HL=16,25

HL=18,50

HL=20,75

HL=23,00

HL=25,25

C

C2

C C2

C

C

AF

F

AC

GEOMETRY TOWER

10 ÁMBAR Model

2.2. ASSEMBLY DIMENSIONS

F

C CF

C

C2

F

CC

C2C2

AF

C

A

AC

AC

AC C C2 F AAM1-T-C 1,9-F 2,0-A 2,3 0,80 1,90 2,30 2,00 2,30AM2-T-C 1,9-F 2,0-A 2,3 0,80 1,90 2,30 2,00 2,30AM3-T-C 1,9-F 2,0-A 2,3 0,80 1,90 2,30 2,00 2,30AM4-T-C 1,9-F 2,0-A 3,3 0,80 1,90 2,30 2,00 3,30AM5-T-C 1,9-F 2,0-A 3,3 0,80 1,90 2,30 2,00 3,30AM6-T-C 1,9-F 2,0-A 3,3 0,80 1,90 2,30 2,00 3,30AM7-T-C 1,9-F 2,0-A 3,3 0,80 1,90 2,30 2,00 3,30

AM2-E-C 1,9-F 2,7-A 2,3 0,80 1,90 2,30 2,70 2,30AM3-E-C 1,9-F 2,7-A 2,3 0,80 1,90 2,30 2,70 2,30AM4-E-C 1,9-F 2,7-A 3,3 0,80 1,90 2,30 2,70 3,30AM5-E-C 1,9-F 2,7-A 3,3 0,80 1,90 2,30 2,70 3,30AM6-E-C 1,9-F 2,7-A 3,3 0,80 1,90 2,30 2,70 3,30AM7-E-C 1,9-F 2,7-A 3,3 0,80 1,90 2,30 2,70 3,30

DENOMINATIONDIMENSIONS IN (m)

2.3. HEIGHTS AND WEIGHTS

The distances HL are calculated combining the sections of the base, between the bottom cross and the land level.

Following, the distances are mentioned, the tower weight and base width B at land level.

HL 9,50 11,75 14,00 16,25 18,50 20,75 23,00 25,25 27,50AM1-T-C 1,9-F 2,0-A 2,3 948 1090 1198 1343 1465 1616 1741 1896 2024AM2-T-C 1,9-F 2,0-A 2,3 982 1126 1241 1401 1522 1699 1834 2030 2180AM3-T-C 1,9-F 2,0-A 2,3 1077 1245 1376 1576 1719 1937 2095 2319 2493AM4-T-C 1,9-F 2,0-A 3,3 1449 1677 1848 2132 2319 2650 2854 3181 3422AM5-T-C 1,9-F 2,0-A 3,3 1584 1904 2113 2434 2657 3004 3240 3590 3847AM6-T-C 1,9-F 2,0-A 3,3 1904 2242 2481 2898 3159 3635 3929 4393 4732AM7-T-C 1,9-F 2,0-A 3,3 2101 2575 2830 3289 3618 4143 4476 4981 5361

DENOMINATION HEIGHTS (m) AND WEIGHTS (kg)

weight

11 ÁMBAR Model

HL 9,50 11,75 14,00 16,25 18,50 20,75 23,00 25,25 27,50AM2-E-C 1,9-F 2,7-A 2,3 1133 1277 1392 1552 1673 1850 1985 2181 2331AM3-E-C 1,9-F 2,7-A 2,3 1232 1400 1531 1731 1874 2092 2250 2474 2648AM4-E-C 1,9-F 2,7-A 3,3 1637 1865 2034 2320 2507 2838 3042 3369 3610AM5-E-C 1,9-F 2,7-A 3,3 1777 2097 2306 2627 2850 3197 3433 3783 4040AM6-E-C 1,9-F 2,7-A 3,3 2119 2457 2696 3113 3374 3850 4144 4608 4947AM7-E-C 1,9-F 2,7-A 3,3 2316 2790 3045 3503 3833 4358 4691 5196 5576

weight

DENOMINATION HEIGHTS (m) AND WEIGHTS (kg)

2.4. OVERALL LOADS

The total useful loadsfon the tower are included in the following table, where:

EU Useful transversal resistant load of the tower, simultaneous with the legal wind overload on the tower.

EL Admissible longitudinal resistant load of the tower. ET Admissible longitudinal resistant load of torsion,

applied on the cross end.Et Admissible longitudinal resistant load of torsion,

applied on the end of the earth wire.EF Horizontal load, caused by tower failure CS Safety factor of the tower for the required loads.

The loads will be considered applied to the height of central crossarm. Coinciding with the previous ones, the loads will be considered due to:

° Wind on the tower (1st. Hypothesis - wind)° Own mass of the tower (every load case)

Failure forceEF

CS=1,00F V L V T V t v

AM1-T-C 1,9-F 2,0-A 2,3 880 1500 1480 2625 1000 700 900 525 2410AM2-T-C 1,9-F 2,0-A 2,3 1370 1500 1710 2625 1000 700 900 525 2790AM3-T-C 1,9-F 2,0-A 2,3 2170 1500 2660 2625 1100 700 1200 525 4200AM4-T-C 1,9-F 2,0-A 3,3 2890 1500 3610 2625 1700 700 1700 525 5700AM5-T-C 1,9-F 2,0-A 3,3 4100 1500 4715 2625 1700 700 1800 525 7300AM6-T-C 1,9-F 2,0-A 3,3 5130 1500 6080 2625 2000 700 2000 525 9350AM7-T-C 1,9-F 2,0-A 3,3 6310 1500 7110 2625 2000 700 2000 525 10730

Mainforce

Secondary force

Conductorbreak

Earth wirebreakDENOMINATION

OVERALL FORCES (daN)

CS=1,50 CS=1,50 CS=1,20 CS=1,20EU EL ET Et

12 ÁMBAR Model

FailureforceEF


AM2-E-C 1,9-F 2,7-A 2,3 1300 2700 1630 4725 1000 700 900 525 2580AM3-E-C 1,9-F 2,7-A 2,3 1980 2700 2490 4725 1200 700 1200 525 3930AM4-E-C 1,9-F 2,7-A 3,3 2790 2700 3600 4725 1700 700 1500 525 5540AM5-E-C 1,9-F 2,7-A 3,3 3950 2700 4490 4725 1700 700 1800 525 6940AM6-E-C 1,9-F 2,7-A 3,3 4900 2700 5950 4725 2000 700 2000 525 9230AM7-E-C 1,9-F 2,7-A 3,3 6120 2700 7000 4725 2000 700 2000 525 10600

CS=1,50 CS=1,50 CS=1,20 CS=1,20

DENOMINATION


Main force

Secondaryforce

Conductorbreak

Earth wirebreak

EU EL ET Et

2.5. LOADS PER PHASE

The useful loads per phase are included in the following tables, where

o V-v: Admissible vertical load per conductor and earth wire.o H-h: Admissible horizontal transversal per conductor and earth wire.o L-l: Admissible longitudinal transversal per conductor and earth wire.

DENOMINATION DENOMINATIONAM1-T-C 1,9-F 2,0-A 2,3 AM2-T-C 1,9-F 2,0-A 2,3

LOAD CASES CS v h l V H L LOAD CASES CS v h l V H L

Wind 1,5 300 184 0 400 230 0 Wind 1,5 300 288 0 400 360 0Ice 1,5 525 184 0 700 230 0 Ice 1,5 525 240 0 700 300 0End of line 1,5 525 0 339 700 0 424 End of line 1,5 525 0 390 700 0 488Unbalanced 1,2 525 0 424 700 0 530 Unbalanced 1,2 525 0 488 700 0 610Conductor break 1,2 525 184 800 350 115 1000 Conductor break 1,2 525 240 800 350 150 1000Earth wire break 1,2 263 92 720 700 115 900 Earth wire break 1,2 263 120 720 700 150 900DENOMINATION DENOMINATIONAM3-T-C 1,9-F 2,0-A 2,3 AM4-T-C 1,9-F 2,0-A 3,3


Wind 1,5 300 456 0 400 570 0 Wind 1,5 300 608 0 400 760 0Ice 1,5 525 400 0 700 500 0 Ice 1,5 525 560 0 700 700 0End of line 1,5 525 0 589 700 0 736 End of line 1,5 525 0 800 700 0 1000Unbalanced 1,2 525 0 736 700 0 920 Unbalanced 1,2 525 0 1000 700 0 1250Conductor break 1,2 525 400 880 350 250 1100 Conductor break 1,2 525 560 1360 350 350 1700Earth wire break 1,2 263 200 960 700 250 1200 Earth wire break 1,2 263 280 1360 700 350 1700

DENOMINATION DENOMINATIONAM5-T-C 1,9-F 2,0-A 3,3 AM6-T-C 1,9-F 2,0-A 3,3


Wind 1,5 300 864 0 400 1080 0 Wind 1,5 300 1080 0 400 1350 0Ice 1,5 525 800 0 700 1000 0 Ice 1,5 525 1040 0 700 1300 0End of line 1,5 525 0 1024 700 0 1280 End of line 1,5 525 0 1312 700 0 1640Unbalanced 1,2 525 0 1280 700 0 1600 Unbalanced 1,2 525 0 1640 700 0 2050Conductor break 1,2 525 800 1360 350 500 1700 Conductor break 1,2 525 1040 1600 350 650 2000Earth wire break 1,2 263 400 1440 700 500 1800 Earth wire break 1,2 263 520 1600 700 650 2000T

ensi

on to

wer

and

med

ium

ang

les PHASE CONDUCTOR FORCES (daN)

Ten

sion

tow

er a

nd s

tron

g an

gles

PHASE CONDUCTOR FORCES (daN)

CT PHASE CT PHASE

Susp

ensi

on to

wer

extr

a sa

fety


CT PHASE

Susp

ensi

on to

wer

and

sm

all a

ngle

s


Ten

sion

tow

er a

nd s

mal

l ang

les


CT PHASE CT PHASE

Susp

ensi

on to

wer


CT PHASE

13 ÁMBAR Model

DENOMINATIONAM7-T-C 1,9-F 2,0-A 3,3

LOAD CASES CS v h l V H L

Wind 1,5 300 1328 0 400 1660 0Ice 1,5 525 1200 0 700 1500 0End of line 1,5 525 0 1504 700 0 1880Unbalanced 1,2 525 0 1880 700 0 2350Conductor break 1,2 525 1200 1600 350 750 2000Earth wire break 1,2 263 600 1600 700 750 2000

DENOMINATION DENOMINATIONAM2-E-C 1,9-F 2,7-A 2,3 AM3-E-C 1,9-F 2,7-A 2,3


Wind 1,5 300 152 0 400 190 0 Wind 1,5 300 232 0 400 290 0Ice 1,5 525 120 0 700 150 0 Ice 1,5 525 200 0 700 250 0End of line 1,5 525 0 202 700 0 252 End of line 1,5 525 0 307 700 0 384Unbalanced 1,2 525 0 252 700 0 315 Unbalanced 1,2 525 0 384 700 0 480Conductor break 1,2 525 120 800 350 75 1000 Conductor break 1,2 525 200 960 350 125 1200Earth wire break 1,2 263 60 720 700 75 900 Earth wire break 1,2 263 100 960 700 125 1200DENOMINATION DENOMINATION

AM4-E-C 1,9-F 2,7-A 3,3 AM5-E-C 1,9-F 2,7-A 3,3


Wind 1,5 300 328 0 400 410 0 Wind 1,5 300 464 0 400 580 0Ice 1,5 525 280 0 700 350 0 Ice 1,5 525 400 0 700 500 0End of line 1,5 525 0 435 700 0 544 End of line 1,5 525 0 544 700 0 680Unbalanced 1,2 525 0 544 700 0 680 Unbalanced 1,2 525 0 680 700 0 850Conductor break 1,2 525 280 1360 350 175 1700 Conductor break 1,2 525 400 1360 350 250 1700Earth wire break 1,2 263 140 1200 700 175 1500 Earth wire break 1,2 263 200 1440 700 250 1800DENOMINATION DENOMINATIONAM6-E-C 1,9-F 2,7-A 3,3 AM7-E-C 1,9-F 2,7-A 3,3


Wind 1,5 300 576 0 400 720 0 Wind 1,5 300 720 0 400 900 0Ice 1,5 525 560 0 700 700 0 Ice 1,5 525 680 0 700 850 0End of line 1,5 525 0 723 700 0 904 End of line 1,5 525 0 832 700 0 1040Unbalanced 1,2 525 0 904 700 0 1130 Unbalanced 1,2 525 0 1040 700 0 1300Conductor break 1,2 525 560 1600 350 350 2000 Conductor break 1,2 525 680 1600 350 425 2000Earth wire break 1,2 263 280 1600 700 350 2000 Earth wire break 1,2 263 340 1600 700 425 2000T

ensi

on to

wer

and

str

ong

angl

es FORCES PER PHASE (daN)

CT PHASE

CT PHASE

Spec

ial t

ower

FORCES PER PHASE (daN)

CT PHASE

Susp

ensi

on to

wer

and

sm

all a

ngle

s


Ten

sion

tow

er a

nd s

mal

l ang

les FORCES PER PHASE (daN)

CT PHASE

CT PHASE

Ten

sion

tow

er a

nd m

ediu

m a

ngle

s FORCES PER PHASE (daN)

Spec

ial t

ower


Susp

ensi

on to

wer

ex

tra

safe

ty


CT PHASE

CT PHASE

Coinciding with the previous ones, the stresses will be considered due to:

o Wind on the tower (1ª load case - wind)o Own mass of the tower (every load cases)

14 ÁMBAR Model

2.6. FOUNDATIONS

The foundations in these towers are monobloc type, square section. The sizes (meters) of the foundations in these towers in normal soils (K=10 kg/cm².cm) are the mentioned in the following table for every HL height, where:

L : Foundation sideH : Total foundation heightHP : Plint heightVh : Concrete volumeVe : Digging volume

H(m

)H

P

L(m)

HEIGHT (m)

HEIGHT (m)

HL L H HP Vh Ve HL L H HP Vh Ve

9,50 1,30 2,10 0,15 3,803 3,549 9,50 1,30 2,30 0,15 4,141 3,88711,75 1,40 2,10 0,15 4,410 4,116 11,75 1,40 2,30 0,15 4,802 4,50814,00 1,50 2,10 0,15 5,063 4,725 14,00 1,40 2,50 0,15 5,194 4,90016,25 1,50 2,20 0,15 5,288 4,950 16,25 1,50 2,50 0,15 5,963 5,62518,50 1,60 2,20 0,15 6,016 5,632 18,50 1,50 2,60 0,15 6,188 5,85020,75 1,60 2,30 0,15 6,272 5,888 20,75 1,60 2,60 0,15 7,040 6,65623,00 1,70 2,30 0,15 7,081 6,647 23,00 1,60 2,70 0,15 7,296 6,91225,25 1,70 2,40 0,15 7,370 6,936 25,25 1,70 2,70 0,15 8,237 7,80327,50 1,80 2,40 0,15 8,262 7,776 27,50 1,80 2,70 0,15 9,234 8,748HL L H HP Vh Ve HL L H HP Vh Ve

9,50 1,40 2,30 0,15 4,802 4,508 9,50 1,40 2,50 0,15 5,194 4,90011,75 1,40 2,40 0,15 4,998 4,704 11,75 1,40 2,70 0,15 5,586 5,29214,00 1,50 2,50 0,15 5,963 5,625 14,00 1,50 2,70 0,15 6,413 6,07516,25 1,50 2,60 0,15 6,188 5,850 16,25 1,50 2,90 0,15 6,863 6,52518,50 1,60 2,60 0,15 7,040 6,656 18,50 1,60 2,90 0,15 7,808 7,42420,75 1,70 2,60 0,15 7,948 7,514 20,75 1,60 3,10 0,15 8,320 7,93623,00 1,70 2,70 0,15 8,237 7,803 23,00 1,70 3,10 0,15 9,393 8,95925,25 1,80 2,70 0,15 9,234 8,748 25,25 1,80 2,90 0,15 9,882 9,39627,50 1,90 2,70 0,15 10,289 9,747 27,50 1,80 3,10 0,15 10,530 10,044

AM

1-T-

C 1

,9-F

2,0

-A 2

,3A

M3-

T-C

1,9

-F 2

,0-A

2,3

AM

4-T-

C 1

,9-F

2,0

-A 3

,3

AM

2-E-

C 1

,9-F

2,7

-A 2

,3

DIMENSIONS (m)DENOM.

AM

3-E-

C 1

,9-F

2,7

-A 2

,3

AM

4-E-

C 1

,9-F

2,7

-A 3

,3

VOLUME(m³)

AM

2-T-

C 1

,9-F

2,0

-A 2

,3

VOLUME (m³)

DIMENSIONS (m) DENOM.

15 ÁMBAR Model

HEIGHT (m)

HEIGHT (m)

HL L H HP Vh Ve HL L H HP Vh Ve

9,50 1,40 2,70 0,15 5,586 5,292 9,50 1,40 2,80 0,15 5,782 5,48811,75 1,50 2,70 0,15 6,413 6,075 11,75 1,40 2,80 0,15 5,782 5,48814,00 1,50 2,90 0,15 6,863 6,525 14,00 1,50 3,10 0,15 7,313 6,97516,25 1,60 2,90 0,15 7,808 7,424 16,25 1,50 3,10 0,15 7,313 6,97518,50 1,60 3,10 0,15 8,320 7,936 18,50 1,60 3,30 0,15 8,832 8,44820,75 1,70 3,10 0,15 9,393 8,959 20,75 1,60 3,30 0,15 8,832 8,44823,00 1,70 3,20 0,15 9,682 9,248 23,00 1,70 3,50 0,15 10,549 10,11525,25 1,80 3,20 0,15 10,854 10,368 25,25 1,80 3,50 0,15 11,826 11,34027,50 1,80 3,40 0,15 11,502 11,016 27,50 1,80 3,50 0,15 11,826 11,340HL L H HP Vh Ve

9,50 1,40 3,20 0,15 6,566 6,27211,75 1,50 3,20 0,15 7,538 7,20014,00 1,50 3,50 0,15 8,213 7,87516,25 1,60 3,50 0,15 9,344 8,96018,50 1,60 3,60 0,15 9,600 9,21620,75 1,70 3,60 0,15 10,838 10,40423,00 1,80 3,60 0,15 12,150 11,66425,25 1,80 3,80 0,15 12,798 12,31227,50 1,90 3,80 0,15 14,260 13,718

VOLUME (m³)

DIMENSIONS (m)

VOLUME (m³) DENOM.

DIMENSIONS (m)

AM

5-E-

C 1

,9-F

2,7

-A 3

,3

AM

6-E-

C 1

,9-F

2,7

-A 3

,3

DENOM.

AM

7-T-

C 1

,9-F

2,0

-A 3

,3

AM

7-E-

C 1

,9-F

2,7

-A 3

,3

AM

5-T-

C 1

,9-F

2,0

-A 3

,3

AM

6-T-

C 1

,9-F

2,0

-A 3

,3

JIMÉNEZ


Serie GEMAS

“

heights

YOUR PROJECT”

CONTACT US for greater

, we customize

3. ModelÓPALO


19 ÓPALO Model

3.1. OBJECT

This document has been prepared for being a handbook for users of Lattice Metallic Towers,for electric lines of 45, 66 kV and short lines up to 132 kV.

T1

T1A T2F T2

T2A T3F T3

T3A T4F T4

T4AT5F T5

T5AT6F T6

T6A

CO

MU

N S

EC

TIO

N

FRE

E H

EIG

HT

AF

FH

EA

D

C

C

C2

AC

AC

AF

F

C C

CC

C2 C2

TOWER GEOMETRY

20 ÓPALO Model


F

C C

F

C

C2

F

CC

C2C2

AF

C

A

AC

AC

AC C C2 F AOP1-T-C 2,0-F 1,3-A 3,0 1,00 2,00 2,30 1,32 3,01OP1-T-C 2,0-F 2,0-A 3,0 1,00 2,00 2,30 2,01 3,02OP1-T-C 2,7-F 2,0-A 4,0 1,00 2,70 3,00 2,01 4,02OP2-T-C 2,0-F 1,3-A 3,0 1,00 2,00 2,30 1,32 3,01OP2-T-C 2,0-F 2,0-A 3,0 1,00 2,00 2,30 2,01 3,02OP2-T-C 2,7-F 2,0-A 4,0 1,00 2,70 3,00 2,01 4,02OP4-T-C 2,0-F 1,3-A 3,0 1,00 2,00 2,30 1,32 3,01OP4-T-C 2,0-F 2,0-A 3,0 1,00 2,00 2,30 2,01 3,02OP4-T-C 2,7-F 2,0-A 4,0 1,00 2,70 3,00 2,01 4,02OP6-T-C 2,0-F 1,3-A 3,0 1,00 2,00 2,30 1,32 3,01OP6-T-C 2,0-F 2,0-A 3,0 1,00 2,00 2,30 2,01 3,02OP6-T-C 2,7-F 2,0-A 4,0 1,00 2,70 3,00 2,01 4,02OP1-E-C 2,0-F 2,7-A 3,0 1,00 2,00 2,30 2,67 3,02OP1-E-C 2,7-F 3,3-A 4,0 1,00 2,70 3,00 3,30 4,01OP2-E-C 2,0-F 2,7-A 3,0 1,00 2,00 2,30 2,67 3,02OP2-E-C 2,7-F 3,3-A 4,0 1,00 2,70 3,00 3,30 4,01OP4-E-C 2,0-F 2,7-A 3,0 1,00 2,00 2,30 2,67 3,02OP4-E-C 2,7-F 3,3-A 4,0 1,00 2,70 3,00 3,30 4,01OP6-E-C 2,0-F 2,7-A 3,0 1,00 2,00 2,30 2,67 3,02OP6-E-C 2,7-F 3,3-A 4,0 1,00 2,70 3,00 3,30 4,01

DENOMINATION DIMENSIONS IN (m)

21 ÓPALO Model


The distances HL are calculated combining the sections of the basis, between the bottom crossarm and the earth wire.

Following, the distances are mentioned, the tower weight and base width B at land level.

DENOMINATIONWIDTH B 1,16 1,22 1,26 1,32 1,36 1,42 1,47 1,52 1,57 1,62 1,67

OP1-T-C 2,0-F 1,3-A 3,0OP1-T-C 2,0-F 2,0-A 3,0 FH 5,40 8,15 10,00 12,55 14,50 17,10 19,15 21,60 23,70 25,85 28,00OP1-T-C 2,7-F 2,0-A 4,0OP2-T-C 2,0-F 1,3-A 3,0OP2-T-C 2,0-F 2,0-A 3,0 FH 5,55 7,95 10,10 12,35 14,55 16,75 19,05 21,15 23,60 25,30 27,85OP2-T-C 2,7-F 2,0-A 4,0OP4-T-C 2,0-F 1,3-A 3,0OP4-T-C 2,0-F 2,0-A 3,0 FH 5,35 7,75 10,05 12,10 14,45 16,50 18,95 20,80 23,40 25,10 27,75OP4-T-C 2,7-F 2,0-A 4,0OP6-T-C 2,0-F 1,3-A 3,0OP6-T-C 2,0-F 2,0-A 3,0 FH 5,35 7,55 10,00 11,90 14,40 16,25 18,90 20,55 23,35 24,80 27,65OP6-T-C 2,7-F 2,0-A 4,0OP1-E-C 2,0-F 2,7-A 3,0OP1-E-C 2,7-F 3,3-A 4,0OP2-E-C 2,0-F 2,7-A 3,0OP2-E-C 2,7-F 3,3-A 4,0OP4-E-C 2,0-F 2,7-A 3,0OP4-E-C 2,7-F 3,3-A 4,0OP6-E-C 2,0-F 2,7-A 3,0OP6-E-C 2,7-F 3,3-A 4,0

DENOMINATIONWIDTH B 1,16 1,22 1,26 1,32 1,36 1,42 1,47 1,52 1,57 1,62 1,67

OP1-T-C 2,0-F 1,3-A 3,0 835 997 1094 1273 1378 1604 1754 1931 2091 2297 2501OP1-T-C 2,0-F 2,0-A 3,0 weight 887 1049 1146 1325 1430 1656 1806 1983 2143 2349 2553OP1-T-C 2,7-F 2,0-A 4,0 984 1146 1243 1422 1527 1753 1903 2080 2240 2446 2650OP2-T-C 2,0-F 1,3-A 3,0 909 1087 1235 1439 1604 1826 2067 2286 2521 2787 3092OP2-T-C 2,0-F 2,0-A 3,0 weight 968 1146 1294 1498 1663 1885 2126 2345 2580 2846 3151OP2-T-C 2,7-F 2,0-A 4,0 1062 1240 1388 1592 1757 1979 2220 2439 2674 2940 3245OP4-T-C 2,0-F 1,3-A 3,0 942 1131 1323 1584 1821 2095 2403 2643 2949 3188 3509OP4-T-C 2,0-F 2,0-A 3,0 weight 1001 1190 1382 1643 1880 2154 2462 2702 3008 3247 3568OP4-T-C 2,7-F 2,0-A 4,0 1125 1314 1506 1767 2004 2278 2586 2826 3132 3371 3692OP6-T-C 2,0-F 1,3-A 3,0 1103 1369 1636 1911 2233 2507 2841 3248 3694 3980 4462OP6-T-C 2,0-F 2,0-A 3,0 weight 1167 1433 1700 1975 2297 2571 2905 3312 3758 4044 4526OP6-T-C 2,7-F 2,0-A 4,0 1289 1555 1822 2097 2419 2693 3027 3434 3880 4166 4648OP1-E-C 2,0-F 2,7-A 3,0 1065 1227 1324 1503 1608 1834 1984 2161 2321 2527 2731OP1-E-C 2,7-F 3,3-A 4,0 1323 1485 1582 1761 1866 2092 2242 2419 2579 2785 2989OP2-E-C 2,0-F 2,7-A 3,0 1132 1310 1458 1662 1827 2049 2290 2509 2744 3010 3315OP2-E-C 2,7-F 3,3-A 4,0 1383 1561 1709 1913 2078 2300 2541 2760 2995 3261 3566OP4-E-C 2,0-F 2,7-A 3,0 1194 1383 1575 1836 2073 2347 2655 2895 3201 3440 3761OP4-E-C 2,7-F 3,3-A 4,0 1441 1630 1822 2083 2320 2594 2902 3142 3448 3687 4008OP6-E-C 2,0-F 2,7-A 3,0 1364 1630 1897 2172 2494 2768 3102 3509 3955 4241 4723OP6-E-C 2,7-F 3,3-A 4,0 1631 1897 2164 2439 2761 3035 3369 3776 4222 4508 4990

23,35 24,80 27,65

20,80 23,40 25,10 27,75

23,60 25,30 27,85

5,35 7,75 10,05 12,10 14,45 16,50 18,95

14,55 16,75 19,05 21,155,55 7,95 10,10 12,35

weight

5,40 8,15 10,00

5,35 7,55 10,00

FH

FH

FH

FH

weight

weight

weight

HEIGHT (m) AND WEIGHT (m)

11,90 14,40 16,25 18,90 20,55

HEIGHT (m) AND WIDTH (m)

12,55 14,50 17,10 19,15 21,60 23,70 25,85 28,00

22 ÓPALO Model

Failure forceEF


OP1-T-C 2,0-F 1,3-A 3,0 1665 1440 2200 3585 2000 690 2000 440 3168OP1-T-C 2,0-F 2,0-A 3,0 1625 1440 2150 3585 2000 690 2000 440 3078OP1-T-C 2,7-F 2,0-A 4,0 1600 1440 2115 3585 2000 690 2000 440 3018OP2-T-C 2,0-F 1,3-A 3,0 3100 1440 3410 3585 2000 690 2000 440 5245OP2-T-C 2,0-F 2,0-A 3,0 3030 1440 3330 3585 2000 690 2000 440 5097OP2-T-C 2,7-F 2,0-A 4,0 2980 1440 3280 3585 2000 690 2000 440 4885OP4-T-C 2,0-F 1,3-A 3,0 4555 1440 4780 3585 2000 690 2000 440 7297OP4-T-C 2,0-F 2,0-A 3,0 4450 1440 4670 3585 2000 690 2000 440 7026OP4-T-C 2,7-F 2,0-A 4,0 4380 1440 4595 3585 2000 690 2000 440 6719OP6-T-C 2,0-F 1,3-A 3,0 6190 1440 6930 3585 2375 690 2000 440 10092OP6-T-C 2,0-F 2,0-A 3,0 6050 1440 6770 3585 2375 690 2000 440 9549OP6-T-C 2,7-F 2,0-A 4,0 5950 1440 6660 3585 2375 690 2000 440 9490OP1-E-C 2,0-F 2,7-A 3,0 1550 2700 2050 6540 2000 690 2000 440 3032OP1-E-C 2,7-F 3,3-A 4,0 1425 2700 1880 6540 2000 690 2000 440 2923OP2-E-C 2,0-F 2,7-A 3,0 2890 2700 3175 6540 2000 690 2000 440 5022OP2-E-C 2,7-F 3,3-A 4,0 2665 2700 2920 6540 2000 690 2000 440 4572OP4-E-C 2,0-F 2,7-A 3,0 4245 2700 4455 6540 2000 690 2000 440 6592OP4-E-C 2,7-F 3,3-A 4,0 3900 2700 4090 6540 2000 690 2000 440 6220OP6-E-C 2,0-F 2,7-A 3,0 5765 2700 6455 6540 2375 690 2000 440 9157OP6-E-C 2,7-F 3,3-A 4,0 5300 2700 5930 6540 2375 690 2000 440 8926

Et

Main force Secondary force

Conductor break

Earth wire breakDENOMINATION


CS=1,50 CS=1,50 CS=1,20 CS=1,20EU EL ET

3.4. OVERALL LOADS

The total useful stresses on the tower are included in the following table, where:

EU Useful transversal resistant load of the tower, simultaneous with the legal wind overload on the tower.

EL Admissible longitudinal resistant load of the tower. ET Admissible longitudinal resistant load of torsion,

applied on the cross end.Et Admissible longitudinal resistant load of torsion,

applied on the end of the earth wire.EF Horizontal stress, caused by tower failure CS Safety factor of the tower for the required loads.

The loads will be considered applied to the height of central crossarm. Coinciding with the previous ones, the stresses will be considered due to:

° Wind on the tower (1ª Hypothesis - wind)° Own mass of the tower (every load cases)

23 ÓPALO Model

3.5. FORCES PER PHASE The useful loads per phase are included in the following tables, where:

° V-v: Admissible vertical load per conductor and earth wire. ° H-h: Admissible horizontal transversal per conductor and earth wire. ° L-l: Admissible longitudinal transversal per conductor and earth wire.

DENOMINATION DENOMINATIONOP1-T-C 2,0-F 1,3-A 3,0 OP1-T-C 2,0-F 2,0-A 3,0LOAD CASES CS v h l V H L LOAD CASES CS v h l V H LWind 1,5 180 306 0 420 438 0 Wind 1,5 180 298 0 420 426 0Ice 1,5 630 405 0 985 578 0 Ice 1,5 630 394 0 985 563 0End of line 1,5 504 0 324 788 0 463 End of line 1,5 504 0 315 788 0 450Unbalanced 1,2 630 0 405 985 0 578 Unbalanced 1,2 630 0 394 985 0 563Conductor break 1,2 630 0 0 690 0 2000 Conductor break 1,2 630 0 0 690 0 2000Earth wire break 1,2 440 0 2000 985 0 0 Earth wire break 1,2 440 0 2000 985 0 0DENOMINATION DENOMINATIONOP1-T-C 2,7-F 2,0-A 4,0 OP2-T-C 2,0-F 1,3-A 3,0LOAD CASES CS v h l V H L LOAD CASES CS v h l V H LWind 1,5 180 292 0 420 416 0 Wind 1,5 180 570 0 420 815 0Ice 1,5 630 385 0 985 551 0 Ice 1,5 630 627 0 985 896 0End of line 1,5 504 0 308 788 0 440 End of line 1,5 504 0 502 788 0 717Unbalanced 1,2 630 0 385 985 0 551 Unbalanced 1,2 630 0 627 985 0 896Conductor break 1,2 630 0 0 690 0 2000 Conductor break 1,2 630 0 0 690 0 2000Earth wire break 1,2 440 0 2000 985 0 0 Earth wire break 1,2 440 0 2000 985 0 0DENOMINATION DENOMINATIONOP2-T-C 2,0-F 2,0-A 3,0 OP2-T-C 2,7-F 2,0-A 4,0LOAD CASES CS v h l V H L LOAD CASES CS v h l V H LWind 1,5 180 556 0 420 794 0 Wind 1,5 180 543 0 420 776 0Ice 1,5 630 611 0 985 872 0 Ice 1,5 630 598 0 985 854 0End of line 1,5 504 0 488 788 0 698 End of line 1,5 504 0 478 788 0 683Unbalanced 1,2 630 0 611 985 0 872 Unbalanced 1,2 630 0 598 985 0 854Conductor break 1,2 630 0 0 690 0 2000 Conductor break 1,2 630 0 0 690 0 2000Earth wire break 1,2 440 0 2000 985 0 0 Earth wire break 1,2 440 0 2000 985 0 0DENOMINATION DENOMINATION

OP4-T-C 2,0-F 1,3-A 3,0 OP4-T-C 2,0-F 2,0-A 3,0LOAD CASES CS v h l V H L LOAD CASES CS v h l V H LWind 1,5 180 838 0 420 1197 0 Wind 1,5 180 816 0 420 1166 0Ice 1,5 630 880 0 985 1257 0 Ice 1,5 630 856 0 985 1223 0End of line 1,5 504 0 704 788 0 1005 End of line 1,5 504 0 685 788 0 979Unbalanced 1,2 630 0 880 985 0 1257 Unbalanced 1,2 630 0 856 985 0 1223Conductor break 1,2 630 0 0 690 0 2000 Conductor break 1,2 630 0 0 690 0 2000Earth wire break 1,2 440 0 2000 985 0 0 Earth wire break 1,2 440 0 2000 985 0 0DENOMINATION DENOMINATIONOP4-T-C 2,7-F 2,0-A 4,0 OP6-T-C 2,0-F 1,3-A 3,0LOAD CASES CS v h l V H L LOAD CASES CS v h l V H LWind 1,5 180 798 0 420 1140 0 Wind 1,5 180 1139 0 420 1627 0Ice 1,5 630 837 0 985 1196 0 Ice 1,5 630 1275 0 985 1822 0End of line 1,5 504 0 670 788 0 957 End of line 1,5 504 0 1020 788 0 1457Unbalanced 1,2 630 0 837 985 0 1196 Unbalanced 1,2 630 0 1275 985 0 1822Conductor break 1,2 630 0 0 690 0 2000 Conductor break 1,2 630 0 0 690 0 2375Earth wire break 1,2 440 0 2000 985 0 0 Earth wire break 1,2 440 0 2000 985 0 0

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24 ÓPALO Model

DENOMINATION DENOMINATIONOP6-T-C 2,0-F 2,0-A 3,0 OP6-T-C 2,7-F 2,0-A 4,0LOAD CASES CS v h l V H L LOAD CASES CS v h l V H LWind 1,5 180 1109 0 420 1585 0 Wind 1,5 180 1084 0 420 1549 0Ice 1,5 630 1241 0 985 1773 0 Ice 1,5 630 1214 0 985 1734 0End of line 1,5 504 0 993 788 0 1419 End of line 1,5 504 0 971 788 0 1387Unbalanced 1,2 630 0 1241 985 0 1773 Unbalanced 1,2 630 0 1214 985 0 1734Conductor break 1,2 630 0 0 690 0 2375 Conductor break 1,2 630 0 0 690 0 2375Earth wire break 1,2 440 0 2000 985 0 0 Earth wire break 1,2 440 0 2000 985 0 0DENOMINATION DENOMINATIONOP1-E-C 2,0-F 2,7-A 3,0 OP2-E-C 2,0-F 2,7-A 3,0LOAD CASES CS v h l V H L LOAD CASES CS v h l V H LWind 1,5 180 159 0 420 227 0 Wind 1,5 180 296 0 420 423 0Ice 1,5 630 210 0 985 300 0 Ice 1,5 630 325 0 985 465 0End of line 1,5 504 0 168 788 0 240 End of line 1,5 504 0 260 788 0 372Unbalanced 1,2 630 0 210 985 0 300 Unbalanced 1,2 630 0 325 985 0 465Conductor break 1,2 630 0 0 690 0 2000 Conductor break 1,2 630 0 0 690 0 2000Earth wire break 1,2 440 0 2000 985 0 0 Earth wire break 1,2 440 0 2000 985 0 0DENOMINATION DENOMINATIONOP1-E-C 2,7-F 3,3-A 4,0 OP2-E-C 2,7-F 3,3-A 4,0LOAD CASES CS v h l V H L LOAD CASES CS v h l V H LWind 1,5 180 145 0 420 208 0 Wind 1,5 180 272 0 420 388 0Ice 1,5 630 192 0 985 274 0 Ice 1,5 630 298 0 985 425 0End of line 1,5 504 0 153 788 0 219 End of line 1,5 504 0 238 788 0 340Unbalanced 1,2 630 0 192 985 0 274 Unbalanced 1,2 630 0 298 985 0 425Conductor break 1,2 630 0 0 690 0 2000 Conductor break 1,2 630 0 0 690 0 2000Earth wire break 1,2 440 0 2000 985 0 0 Earth wire break 1,2 440 0 2000 985 0 0DENOMINATION DENOMINATIONOP4-E-C 2,0-F 2,7-A 3,0 OP6-E-C 2,0-F 2,7-A 3,0LOAD CASES CS v h l V H L LOAD CASES CS v h l V H LWind 1,5 180 435 0 420 621 0 Wind 1,5 180 591 0 420 844 0Ice 1,5 630 457 0 985 652 0 Ice 1,5 630 662 0 985 945 0End of line 1,5 504 0 365 788 0 522 End of line 1,5 504 0 529 788 0 756Unbalanced 1,2 630 0 457 985 0 652 Unbalanced 1,2 630 0 662 985 0 945Conductor break 1,2 630 0 0 690 0 2000 Conductor break 1,2 630 0 0 690 0 2375Earth wire break 1,2 440 0 2000 985 0 0 Earth wire break 1,2 440 0 2000 985 0 0DENOMINATION DENOMINATIONOP4-E-C 2,7-F 3,3-A 4,0 OP6-E-C 2,7-F 3,3-A 4,0LOAD CASES CS v h l V H L LOAD CASES CS v h l V H LWind 1,5 180 398 0 420 568 0 Wind 1,5 180 540 0 420 772 0Ice 1,5 630 417 0 985 596 0 Ice 1,5 630 605 0 985 864 0End of line 1,5 504 0 334 788 0 477 End of line 1,5 504 0 484 788 0 691Unbalanced 1,2 630 0 417 985 0 596 Unbalanced 1,2 630 0 605 985 0 864Conductor break 1,2 630 0 0 690 0 2000 Conductor break 1,2 630 0 0 690 0 2375Earth wire break 1,2 440 0 2000 985 0 0 Earth wire break 1,2 440 0 2000 985 0 0

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Coinciding with the previous ones, the stresses will be considered due to

° Wind on the tower (1ª load case - wind) ° Own mass of the tower (every load cases)

25 ÓPALO Model

3.6. FOUNDATIONS The foundations in these towers are monobloc type, square section.

The loads for every anchoring and for every HL height are mentioned in kilos in the following table.

DENOMINATION

Uplift 12629 14917 16777 18422 20784 22201 24301 25409 27593 28868 30446Compression 15308 18432 20368 22161 24647 26237 28463 29742 31696 32711 33904Uplift 14110 16178 17358 18920 21171 22518 24520 25877 28302 29562 31123Compression 16837 19160 21015 22724 25101 26620 28748 29970 31838 32809 34326Uplift 15532 17538 18595 19741 21293 22588 24519 25952 28345 29588 31130Compression 18354 20290 21582 23013 25308 26777 28832 30014 31817 32757 34419Uplift 18923 21872 26585 29178 32124 36112 38825 42460 44966 48131 50644Compression 22293 25413 30220 32674 35411 38980 41526 45345 48023 51357 54084Uplift 20177 23008 27889 30412 33282 37173 39822 43374 45822 48920 51382Compression 23609 26579 31177 33517 36132 39769 42584 46320 48941 52208 54882Uplift 20616 23309 27997 30466 33278 37092 39691 43178 45582 48628 51048Compression 24132 26998 31457 33726 36262 39774 42539 46209 48787 52001 54635Uplift 24172 31096 35847 41798 45968 51405 55162 58266 63391 66067 70981Compression 27601 34473 39055 44662 48566 54100 58056 61355 66736 69621 74787Uplift 26237 33004 37604 43368 47408 52682 56328 59340 64320 66922 71706Compression 29510 36072 40449 45801 49963 55439 59284 62491 67728 70537 75574Uplift 26554 33170 37667 43302 47254 52417 55987 58938 63820 66370 71067Compression 30019 36403 40653 45843 49895 55260 59029 62174 67313 70072 75020Uplift 35283 44961 51505 59437 64845 69255 76328 79972 86064 89051 94572Compression 38778 48654 55428 63580 69271 73924 81283 85156 91541 94741 100567Uplift 37982 47213 53454 61019 66172 70375 77118 80589 86391 89237 95204Compression 41534 50965 57435 65220 70656 75103 82131 85832 91927 94985 100552Uplift 38386 47368 53427 60769 65765 69843 76384 79749 85376 88136 94171Compression 42049 51230 57520 65081 70361 74681 81508 85103 91023 93996 99404Uplift 13450 15374 16584 17653 19208 20853 23364 24818 27234 28484 30037Compression 17968 20028 21299 22485 24554 26039 28144 29340 31211 32624 34326Uplift 15821 17599 18735 19735 21193 22026 23310 24610 26939 28144 29645Compression 20487 22401 23598 24715 26273 27245 28629 29436 31100 32469 34118Uplift 18962 21927 26706 29173 31985 35799 38399 41886 44291 47337 49757Compression 23185 26054 30545 32823 35482 39482 42247 45917 48496 51710 54344Uplift 19372 22110 26573 28874 31504 35080 37524 40808 43077 45959 48252Compression 23100 25640 29923 32390 35185 38948 41556 45024 47467 50516 53024Uplift 25222 31820 36296 41904 45837 50975 54530 57467 62329 64868 69546Compression 29057 35468 39723 45345 49478 54818 58571 61703 66822 69570 74500Uplift 25642 31722 35848 41020 44652 49409 52705 55430 59957 62322 66698Compression 29092 35029 39299 44645 48478 53436 56932 59851 64634 67208 71836Uplift 35095 44070 50107 57416 62390 66449 73114 76813 83236 86424 92542Compression 41033 50207 56474 64003 69261 73561 80359 83939 89836 92796 98181Uplift 34844 42897 48309 55108 59860 63783 70324 73719 79680 82632 88297Compression 41019 49271 54900 61675 66405 70275 76387 79602 84909 88068 94024

OP4-T-C 2,0-F 1,3-A 3,0

OP6-T-C 2,0-F 2,0-A 3,0

OP6-E-C 2,0-F 2,7-A 3,0

OP6-E-C 2,7-F 3,3-A 4,0

LOADS OVER THE FOUNDATIONS (kg)

OP1-E-C 2,0-F 2,7-A 3,0

OP1-E-C 2,7-F 3,3-A 4,0

OP2-E-C 2,0-F 2,7-A 3,0

OP2-E-C 2,7-F 3,3-A 4,0

OP4-E-C 2,0-F 2,7-A 3,0

OP4-E-C 2,7-F 3,3-A 4,0

OP6-T-C 2,7-F 2,0-A 4,0

OP1-T-C 2,0-F 1,3-A 3,0

OP1-T-C 2,0-F 2,0-A 3,0

OP1-T-C 2,7-F 2,0-A 4,0

OP2-T-C 2,0-F 1,3-A 3,0

OP2-T-C 2,0-F 2,0-A 3,0

OP2-T-C 2,7-F 2,0-A 4,0

OP4-T-C 2,0-F 2,0-A 3,0

OP4-T-C 2,7-F 2,0-A 4,0

OP6-T-C 2,0-F 1,3-A 3,0

26 ÓPALO Model

The sizes (meters) of the foundations in these towers in normal soils (K=10 kg/cm².cm) are the mentioned in the following table for every HL height, where: L: Foundation side H: Total foundation height HP: Plint height Vh: Concrete volume Ve: Digging volume

H(m

)H

P

L(m)

HEIGHT (m)

HEIGHT (m)

HL L H HP Vh Ve HL L H HP Vh Ve5,40 1,74 1,80 0,15 5,890 5,436 5,40 1,84 1,80 0,15 6,587 6,0808,15 1,80 1,85 0,15 6,479 5,993 8,15 1,90 1,85 0,15 7,218 6,677

10,00 1,94 1,85 0,15 7,527 6,962 10,00 2,04 1,85 0,15 8,323 7,69912,55 1,88 1,95 0,15 7,432 6,901 12,55 1,98 1,95 0,15 8,243 7,65414,50 2,04 1,95 0,15 8,751 8,126 14,50 2,14 1,95 0,15 9,629 8,94117,10 2,08 2,00 0,15 9,326 8,675 17,10 2,08 2,00 0,15 9,326 8,67519,15 2,15 2,00 0,15 9,890 9,200 19,15 2,25 2,00 0,15 10,833 10,07821,60 2,18 2,05 0,15 10,489 9,774 21,60 2,28 2,05 0,15 11,472 10,69023,70 2,15 2,10 0,15 10,369 9,678 23,70 2,25 2,10 0,15 11,358 10,60125,85 2,28 2,10 0,15 11,708 10,927 25,85 2,28 2,10 0,15 11,708 10,92728,00 2,22 2,15 0,15 11,364 10,623 28,00 2,32 2,15 0,15 12,410 11,600HL L H HP Vh Ve HL L H HP Vh Ve5,40 1,94 1,80 0,15 7,323 6,760 5,55 1,54 1,95 0,15 4,993 4,6368,15 2,00 1,85 0,15 7,998 7,398 7,95 1,58 2,05 0,15 5,499 5,124

10,00 2,14 1,85 0,15 9,159 8,472 10,10 1,65 2,10 0,15 6,091 5,68512,55 1,98 1,95 0,15 8,243 7,654 12,35 1,68 2,20 0,15 6,647 6,22314,50 2,14 1,95 0,15 9,629 8,941 14,55 1,72 2,30 0,15 7,282 6,83617,10 2,18 2,00 0,15 10,243 9,528 16,75 1,78 2,40 0,15 8,110 7,63319,15 2,35 2,00 0,15 11,820 10,995 19,05 1,83 2,50 0,15 8,830 8,33021,60 2,28 2,05 0,15 11,472 10,690 21,15 1,88 2,55 0,15 9,586 9,05323,70 2,35 2,10 0,15 12,391 11,565 23,60 1,93 2,60 0,15 10,209 9,65225,85 2,38 2,10 0,15 12,757 11,906 25,30 1,98 2,65 0,15 10,989 10,40128,00 2,32 2,15 0,15 12,410 11,600 27,85 2,03 2,65 0,15 11,483 10,868

DENOM. DIMENSIONS (m) VOLUME (m³)

OP1

-T-C

2,0

-F 2

,0-A

3,0

OP1

-T-C

2,7

-F 2

,0-A

4,0

VOLUME (m³)

DIMENSIONS (m)DENOM.

OP1

-T-C

2,0

-F 1

,3-A

3,0

OP2

-T-C

2,0

-F 1

,3-A

3,0

27 ÓPALO Model

HEIGHT (m)

HEIGHT (m)

HL L H HP Vh Ve HL L H HP Vh Ve5,40 1,94 1,80 0,15 7,323 6,760 5,40 2,04 1,80 0,15 8,098 7,4768,15 2,00 1,85 0,15 7,998 7,398 8,15 2,20 1,85 0,15 9,678 8,95210,00 2,14 1,85 0,15 9,159 8,472 10,00 2,24 1,85 0,15 10,035 9,28212,55 2,08 1,95 0,15 9,096 8,446 12,55 2,18 1,95 0,15 9,991 9,27714,50 2,24 1,95 0,15 10,549 9,796 14,50 2,34 1,95 0,15 11,512 10,69017,10 2,18 2,00 0,15 10,243 9,528 17,10 2,28 2,00 0,15 11,203 10,42119,15 2,35 2,00 0,15 11,820 10,995 19,15 2,45 2,00 0,15 12,850 11,95321,60 2,28 2,05 0,15 11,472 10,690 21,60 2,38 2,05 0,15 12,499 11,64723,70 2,35 2,10 0,15 12,391 11,565 23,70 2,45 2,10 0,15 13,470 12,57225,85 2,38 2,10 0,15 12,757 11,906 25,85 2,48 2,10 0,15 13,851 12,92828,00 2,32 2,15 0,15 12,410 11,600 28,00 2,42 2,15 0,15 13,501 12,621HL L H HP Vh Ve HL L H HP Vh Ve5,55 1,94 1,80 0,15 7,353 6,788 5,55 2,14 1,80 0,15 8,946 8,2587,95 1,98 1,85 0,15 7,849 7,260 7,95 2,08 1,85 0,15 8,661 8,01110,10 2,15 1,85 0,15 9,204 8,514 10,10 2,25 1,85 0,15 10,083 9,32612,35 2,08 1,95 0,15 9,102 8,451 12,35 2,18 1,95 0,15 9,997 9,28314,55 2,12 1,95 0,15 9,474 8,797 14,55 2,22 1,95 0,15 10,387 9,64516,75 2,18 2,00 0,15 10,249 9,534 16,75 2,28 2,00 0,15 11,210 10,42819,05 2,33 2,00 0,15 11,626 10,815 19,05 2,43 2,00 0,15 12,647 11,76521,15 2,28 2,05 0,15 11,479 10,696 21,15 2,38 2,05 0,15 12,506 11,65323,60 2,23 2,10 0,15 11,157 10,413 23,60 2,33 2,10 0,15 12,181 11,36925,30 2,38 2,10 0,15 12,757 11,906 25,30 2,48 2,10 0,15 13,851 12,92827,85 2,33 2,15 0,15 12,434 11,623 27,85 2,43 2,15 0,15 13,527 12,645HL L H HP Vh Ve HL L H HP Vh Ve5,35 1,82 1,80 0,15 6,477 5,979 5,35 2,02 1,80 0,15 7,977 7,3637,75 1,98 1,85 0,15 7,854 7,265 7,75 2,08 1,85 0,15 8,666 8,01710,05 2,13 1,85 0,15 9,028 8,351 10,05 2,23 1,85 0,15 9,898 9,15512,10 2,08 1,95 0,15 9,107 8,457 12,10 2,18 1,95 0,15 10,003 9,28914,45 2,13 1,95 0,15 9,486 8,808 14,45 2,23 1,95 0,15 10,399 9,65616,50 2,18 2,00 0,15 10,255 9,540 16,50 2,28 2,00 0,15 11,216 10,43418,95 2,33 2,00 0,15 11,643 10,830 18,95 2,43 2,00 0,15 12,665 11,78120,80 2,26 2,05 0,15 11,279 10,510 20,80 2,36 2,05 0,15 12,297 11,45923,40 2,23 2,10 0,15 11,163 10,419 23,40 2,33 2,10 0,15 12,188 11,37625,10 2,36 2,10 0,15 12,558 11,721 25,10 2,46 2,10 0,15 13,644 12,73427,75 2,33 2,15 0,15 12,452 11,640 27,75 2,43 2,15 0,15 13,546 12,662HL L H HP Vh Ve HL L H HP Vh Ve5,35 1,52 2,45 0,15 6,035 5,687 5,35 1,52 2,45 0,15 6,035 5,6877,55 1,58 2,55 0,15 6,760 6,384 7,55 1,58 2,55 0,15 6,760 6,38410,00 1,63 2,65 0,15 7,405 7,009 10,00 1,63 2,65 0,15 7,405 7,00911,90 1,68 2,80 0,15 8,364 7,939 11,90 1,68 2,80 0,15 8,364 7,93914,40 1,73 2,90 0,15 9,100 8,653 14,40 1,73 2,90 0,15 9,100 8,65316,25 1,76 3,00 0,15 9,808 9,341 16,25 1,76 3,00 0,15 9,808 9,34118,90 1,83 3,10 0,15 10,868 10,367 18,90 1,83 3,10 0,15 10,868 10,36720,55 1,87 3,20 0,15 11,649 11,127 20,55 1,87 3,20 0,15 11,649 11,12723,35 1,93 3,20 0,15 12,471 11,913 23,35 1,93 3,20 0,15 12,471 11,91324,80 1,96 3,25 0,15 13,101 12,523 24,80 1,96 3,25 0,15 13,101 12,52327,65 2,03 3,30 0,15 14,196 13,579 27,65 2,03 3,30 0,15 14,196 13,579

OP1

-E-C

2,0

-F 2

,7-A

3,0

OP1

-E-C

2,7

-F 3

,3-A

4,0

OP2

-E-C

2,0

-F 2

,7-A

3,0

OP6

-E-C

2,7

-F 3

,3-A

4,0

OP2

-E-C

2,7

-F 3

,3-A

4,0

OP4

-E-C

2,0

-F 2

,7-A

3,0

OP4

-E-C

2,7

-F 3

,3-A

4,0

OP6

-E-C

2,0

-F 2

,7-A

3,0



28 ÓPALO Model

HEIGHT (m)

HEIGHT (m)

HL L H HP Vh Ve HL L H HP Vh Ve5,40 1,94 1,80 0,15 7,323 6,760 5,40 2,04 1,80 0,15 8,098 7,4768,15 2,00 1,85 0,15 7,998 7,398 8,15 2,20 1,85 0,15 9,678 8,952




10,00 1,63 2,65 0,15 7,405 7,009 10,00 1,63 2,65 0,15 7,405 7,00911,90 1,68 2,80 0,15 8,364 7,939 11,90 1,68 2,80 0,15 8,364 7,93914,40 1,73 2,90 0,15 9,100 8,653 14,40 1,73 2,90 0,15 9,100 8,65316,25 1,76 3,00 0,15 9,808 9,341 16,25 1,76 3,00 0,15 9,808 9,34118,90 1,83 3,10 0,15 10,868 10,367 18,90 1,83 3,10 0,15 10,868 10,36720,55 1,87 3,20 0,15 11,649 11,127 20,55 1,87 3,20 0,15 11,649 11,12723,35 1,93 3,20 0,15 12,471 11,913 23,35 1,93 3,20 0,15 12,471 11,91324,80 1,96 3,25 0,15 13,101 12,523 24,80 1,96 3,25 0,15 13,101 12,52327,65 2,03 3,30 0,15 14,196 13,579 27,65 2,03 3,30 0,15 14,196 13,579

DENOM.DIMENSIONS

(m)VOLUME

(m³) DENOM. DIMENSIONS (m) VOLUME (m³)

OP1

-E-C

2,0

-F 2

,7-A

3,0

OP1

-E-C

2,7

-F 3

,3-A

4,0

OP2

-E-C

2,0

-F 2

,7-A

3,0

OP6

-E-C

2,7

-F 3

,3-A

4,0

OP2

-E-C

2,7

-F 3

,3-A

4,0

OP4

-E-C

2,0

-F 2

,7-A

3,0

OP4

-E-C

2,7

-F 3

,3-A

4,0

OP6

-E-C

2,0

-F 2

,7-A

3,0

JIMÉNEZ


Serie GEMAS

4. ModelRUBÍ


31 RUBÍ Model

4.1 OBJECT

This document has been prepared for being a handbook for users of Lattice Metallic Towers, for Metallic Towers, for electric lines up to 32 kV.

FRE

E H

EIG

HT

AF

F

CO

MU

N S

EC

TIO

NS

TO

WE

R T

YPE

HE

AD

C

C

C2

AC

B28

B26

B22

T1

T2

B1818

20

22

24

26

28

B20

B24

MF

F

C

CC

C

C2 C2

D D

B3030

34 B34

AC

FF

C C

C2C2

CC

A

AC

TOWER GEOMETRY

32 RUBÍ Model

4.2 ASSEMBLY DIMENSIONS

C2 C2

C2

C

F

CC

F

AC

AC

A

C

FA

C C

F

C2C2

F

C C

AC

DD

MF

CC

AC C C2 D F A/M

RB2-T-C 3,1-F 2,2-A 4,0 1,20 3,10 3,20 0,00 2,20 4,00RB4-T-C 3,2-F 2,2-A 5,6 1,40 3,20 3,30 0,00 2,20 5,60RB5-T-C 3,3-F 2,2-A 5,6 1,40 3,30 3,40 0,00 2,20 5,60RB9-T-C 3,6-F 2,2-A 6,1 1,40 3,60 3,70 0,00 2,20 6,10

RB2-E-C 3,2-F 3,3-A 4,0 1,20 3,20 3,70 0,00 3,30 4,00RB4-E-C 3,3-F 3,3-A 5,6 1,40 3,30 3,80 0,00 3,30 5,60RB5-E-C 3,4-F 3,3-A 5,6 1,40 3,40 3,90 0,00 3,30 5,60RB9-E-C 3,7-F 3,3-A 6,1 1,40 3,70 4,20 0,00 3,30 6,10

RB2-E-C 3,2-F 3,3-M 2,2 1,20 3,20 3,70 4,60 3,30 2,20RB4-E-C 3,3-F 3,3-M 2,2 1,40 3,30 3,80 4,80 3,30 2,20RB5-E-C 3,4-F 3,3-M 2,2 1,40 3,40 3,90 4,90 3,30 2,20RB9-E-C 3,7-F 3,3-M 2,2 1,40 3,70 4,20 5,20 3,30 2,20


33 RUBÍ Model

4.3 HEIGHTS AND WEIGHTS

The distances HL are calculated combining the sections of the base, between the bottom crossarm and the land level.

Following, the distances are mentioned, the tower weight and base width B.

34 RUBÍ Model

4.4 OVERALL FORCES The total useful forces on the tower are included in the following table, where:

EU Useful transversal resistant load of the tower, simultaneous with the

legal wind overload on the tower. EL Admissible longitudinal resistant load of the tower. ET Admissible longitudinal resistant load of torsion, applied on the

crossarm end. Et Admissible longitudinal resistant load of torsion, applied on the end of

the earth wire. EF Horizontal load, caused by tower failure CS Safety factor of the tower for the required loads. The loads will be considered applied to the height of central crossarm. Coinciding with the previous ones, the loads will be considered due to:

o Wind on the tower (1ª Load case – wind) o Own mass of the tower (every load cases)

Failure forceEF


RB2-T-C 3,1-F 2,2-A 4,0 2502 1950 2806 2816 1550 480 1400 320 3950RB4-T-C 3,2-F 2,2-A 5,6 4233 2180 5103 3750 3100 515 2000 330 6952RB5-T-C 3,3-F 2,2-A 5,6 7666 2180 7686 3750 3100 515 2000 330 12309RB9-T-C 3,6-F 2,2-A 6,1 12055 2180 10524 3750 3100 515 2000 330 19093

RB2-E-C 3,2-F 3,3-A 4,0 2111 3600 2642 5120 856 480 596 320 2832RB4-E-C 3,3-F 3,3-A 5,6 3751 4040 4876 6840 1549 515 1006 330 5888RB5-E-C 3,4-F 3,3-A 5,6 6994 4040 7491 6840 1699 515 1109 330 11043RB9-E-C 3,7-F 3,3-A 6,1 11131 4040 11519 6840 1700 515 1097 330 17065

RB2-E-C 3,2-F 3,3-M 2,2 2109 3900 2573 5632 772 480 538 320 2061RB4-E-C 3,3-F 3,3-M 2,2 3870 4360 4864 7500 1548 515 1006 330 5883RB5-E-C 3,4-F 3,3-M 2,2 7036 4360 7402 7500 1547 515 1010 330 10890RB9-E-C 3,7-F 3,3-M 2,2 11186 4360 11381 7500 1523 515 982 330 16693

DENOMINATION


CS=1,50 CS=1,50 CS=1,20 CS=1,20EU EL

Main Load Secondary load

Conductor break

Earth wire break

ET Et

35 RUBÍ Model

4.5 FORCES PER PHASE

The useful loads per phase are included in the following tables, where V-v: Admissible vertical load per conductor and earth wire. H-h: Admissible horizontal transversal per conductor and earth wire L-l: Admissible longitudinal transversal per conductor and earth wire

DENOMINATION DENOMINATION

RB2-T-C 3,1-F 2,2-A 4,0 RB4-T-C 3,2-F 2,2-A 5,6

LOAD CASE CS v h l V H L LOAD CASE CS v h l V H LWind 1,5 300 460 0 550 650 0 Wind 1,5 320 840 0 620 1240 0Ice 1,5 640 230 0 960 325 0 Ice 1,5 660 630 0 1030 970 0End of line 1,5 0 0 0 0 0 0 End of line 1,5 660 0 840 1030 0 1300Unbalanced 1,2 640 0 620 960 0 970 Unbalanced 1,2 660 0 1000 1030 0 1550Conductor break 1,2 640 230 0 480 165 1550 Conductor break 1,2 660 630 0 515 485 3100Earth wire break 1,2 320 115 1400 960 325 0 Earth wire break 1,2 330 315 2000 1030 970 0


RB5-T-C 3,3-F 2,2-A 5,6 RB9-T-C 3,6-F 2,2-A 6,1



RB2-E-C 3,2-F 3,3-A 4,0 RB4-E-C 3,3-F 3,3-A 5,6



RB5-E-C 3,4-F 3,3-A 5,6 RB9-E-C 3,7-F 3,3-A 6,1



Susp

ensi

on to

wer

ext

ra sa

fety

CT PHASE


CT PHASE

Tens

ion

tow

er a

nd sm

all a

ngle

s

Tens

ion

tow

er a

nd m

ediu

m a

ngle

s FORCES PER PHASE (daN)

CT PHASE

End

of L

ine


CT PHASE

Susp

ensi

on to

wer

ext

ra sa

fety

Tens

ion

tow

er a

nd sm

all a

ngle

s

Tens

ion

tow

er a

nd m

ediu

m a

ngle

s

End

of li

ne

CT PHASE


CT PHASE


CT PHASE


CT PHASE

36 RUBÍ Model


RB2-E-C 3,2-F 3,3-M 2,2 RB4-E-C 3,3-F 3,3-M 2,2


DENOMINACTION DENOMINATION

RB5-E-C 3,4-F 3,3-M 2,2 RB9-E-C 3,7-F 3,3-M 2,2


Susp

ensi

on to

wer

ext

ra sa

fety

Tens

ion

tow

er a

nd sm

all a

ngle

s

Tens

ion

tow

er a

nd m

ediu

m a

ngle

s

End

of li

ne

CT FASE CT FASE


CT FASE


CT FASE


Coinciding with the previous ones, the loads will be considered due to:

o Wind on the tower (1ª Hypothesis – wind) o Own mass of the tower (every hypothesis)

37 RUBÍ Model

4.6 FOUNDATIONS

The foundations in these towers have separated legs and circular sections. The loads for every anchoring and for every HL height are mentioned in kilos in the following table.

HL (m) 18 20 22 24 26 28 30 34Uplift 11381 11692 12047 12405 12728 13064 13369Compression 14636 14900 15513 16067 16640 17185 17757Uplift 20259 20883 21443 21991 22481 22968 23410Compression 23862 24682 25500 26262 27022 27735 28466Uplift 30550 31414 32181 32909 33560 34204 34777Compression 34493 35446 36479 37436 38370 39255 40132Uplift 42261 43102 43823 44517 45090 45716 46155 47078Compression 46527 47639 48719 49699 50657 51597 52454 54202Uplift 10791 11116 11414 11721 12000 12297 12567Compression 15369 15853 16409 16914 17442 17948 18485Uplift 19180 19711 20190 20666 21093 21523 21914Compression 24447 25174 25911 26601 27297 27953 28633Uplift 31446 32228 32923 33587 34181 34774 35302Compression 36968 37969 38929 39822 40700 41535 42365Uplift 43330 44066 44697 45311 45814 46377 46760 47586Compression 49390 50398 51387 52287 53175 54053 54853 56504Uplift 10393 10707 10997 11298 11570 11861 12126Compression 15241 15716 16264 16761 17283 17783 18315Uplift 20327 20882 21382 21876 22319 22764 23168Compression 25856 26606 27365 28073 28786 29456 30149Uplift 30958 31730 32416 33073 33659 34247 34769Compression 36733 37723 38674 39560 40431 41259 42084Uplift 42025 42745 43363 43966 44458 45012 45387 46198Compression 48370 49362 50337 51226 52104 52972 53764 55402

RB5-E-C 3,4-F 3,3-M 2,2

RB9-E-C 3,7-F 3,3-M 2,2

RB5-E-C 3,4-F 3,3-A 5,6

RB9-E-C 3,7-F 3,3-A 6,1

RB2-E-C 3,2-F 3,3-M 2,2

RB4-E-C 3,3-F 3,3-M 2,2

RB5-T-C 3,3-F 2,2-A 5,6

RB9-T-C 3,6-F 2,2-A 6,1

RB2-E-C 3,2-F 3,3-A 4,0

RB4-E-C 3,3-F 3,3-A 5,6

DENOMINATION LOADS OVER THE FOUNDATIONS (kg)

RB2-T-C 3,1-F 2,2-A 4,0

RB4-T-C 3,2-F 2,2-A 5,6

The sizes (meters) of the foundations in these towers are the mentioned in the following table for every HL height, where:

∅DB: Width of the foundation bottom ∅Di: Bottom width of the foundation ∅DS: Top width of the foundation H: Total foundation height AP: Plint width K: Cellar height J: Height of the conical area H: Total height of the foundation HP: Plint height Vh: Concrete volume Ve: Digging volume

K

H

J

AP

HP

0.05

ØDB

ØDI

ØDS

38 RUBÍ Model

HEIGHT

(m)HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,20 0,90 0,90 0,80 0,10 0,20 2,00 0,25 1,495 1,36920 1,20 0,90 0,90 0,80 0,10 0,20 2,00 0,25 1,495 1,36922 1,20 0,90 0,90 0,80 0,10 0,20 2,00 0,25 1,495 1,36924 1,20 0,90 0,90 0,80 0,10 0,20 2,00 0,25 1,495 1,36926 1,20 0,90 0,90 0,80 0,10 0,20 2,10 0,25 1,558 1,43328 1,20 0,90 0,90 0,80 0,10 0,20 2,10 0,25 1,558 1,43330 1,20 0,90 0,90 0,80 0,10 0,20 2,10 0,25 1,558 1,433HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,50 0,90 0,90 0,80 0,10 0,45 2,30 0,25 1,935 1,81020 1,50 0,90 0,90 0,80 0,10 0,45 2,30 0,25 1,935 1,81022 1,55 0,95 0,95 0,80 0,10 0,45 2,30 0,25 2,118 1,99224 1,55 0,95 0,95 0,80 0,10 0,45 2,30 0,25 2,118 1,99226 1,50 0,90 0,90 0,80 0,10 0,45 2,40 0,25 1,999 1,87328 1,50 0,90 0,90 0,80 0,10 0,45 2,40 0,25 1,999 1,87330 1,55 0,95 0,95 0,80 0,10 0,45 2,40 0,25 2,188 2,063HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,65 1,05 1,05 0,80 0,10 0,45 2,70 0,25 2,856 2,73020 1,65 1,05 1,05 0,80 0,10 0,45 2,70 0,25 2,856 2,73022 1,80 1,20 1,20 0,80 0,10 0,45 2,70 0,25 3,618 3,49224 1,80 1,20 1,20 0,80 0,10 0,45 2,70 0,25 3,618 3,49226 1,80 1,20 1,20 0,80 0,10 0,45 2,80 0,25 3,731 3,60528 1,80 1,20 1,20 0,80 0,10 0,45 2,80 0,25 3,731 3,60530 1,80 1,20 1,20 0,80 0,10 0,45 2,80 0,25 3,731 3,605HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,95 1,15 1,15 0,80 0,10 0,60 2,95 0,25 3,919 3,79320 1,95 1,15 1,15 0,80 0,10 0,60 2,95 0,25 3,919 3,79322 1,95 1,15 1,15 0,80 0,10 0,60 2,95 0,25 3,919 3,79324 1,95 1,15 1,15 0,80 0,10 0,60 2,95 0,25 3,919 3,79326 2,10 1,30 1,30 0,80 0,10 0,60 3,15 0,25 5,111 4,98528 2,10 1,30 1,30 0,80 0,10 0,60 3,15 0,25 5,111 4,98530 2,10 1,30 1,30 0,80 0,10 0,60 3,15 0,25 5,111 4,98534 2,10 1,30 1,30 0,80 0,10 0,60 3,15 0,25 5,111 4,985HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,20 0,90 0,90 0,80 0,10 0,45 2,00 0,25 1,554 1,42820 1,20 0,90 0,90 0,80 0,10 0,45 2,00 0,25 1,554 1,42822 1,20 0,90 0,90 0,80 0,10 0,45 2,00 0,25 1,554 1,42824 1,20 0,90 0,90 0,80 0,10 0,45 2,00 0,25 1,554 1,42826 1,20 0,90 0,90 0,80 0,10 0,45 2,10 0,25 1,617 1,49228 1,20 0,90 0,90 0,80 0,10 0,45 2,10 0,25 1,617 1,49230 1,20 0,90 0,90 0,80 0,10 0,45 2,10 0,25 1,617 1,492

RB4-T-C 3,2-F 2,2-A 5,6

DENOMINATION DIMENSIONS (m) VOLUMES (m³)

RB2-T-C 3,1-F 2,2-A 4,0

RB5-T-C 3,3-F 2,2-A 5,6

RB2-E-C 3,2-F 3,3-A 4,0

RB9-T-C 3,6-F 2,2-A 6,1

39 RUBÍ Model

HEIGHT (m)HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,50 0,90 0,90 0,80 0,10 0,45 2,30 0,25 1,935 1,81020 1,50 0,90 0,90 0,80 0,10 0,45 2,30 0,25 1,935 1,81022 1,50 0,90 0,90 0,80 0,10 0,45 2,30 0,25 1,935 1,81024 1,50 0,90 0,90 0,80 0,10 0,45 2,30 0,25 1,935 1,81026 1,50 0,90 0,90 0,80 0,10 0,45 2,40 0,25 1,999 1,87328 1,50 0,90 0,90 0,80 0,10 0,45 2,40 0,25 1,999 1,87330 1,50 0,90 0,90 0,80 0,10 0,45 2,40 0,25 1,999 1,873HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,80 1,20 1,20 0,80 0,10 0,45 2,70 0,25 3,618 3,49220 1,80 1,20 1,20 0,80 0,10 0,45 2,70 0,25 3,618 3,49222 1,80 1,20 1,20 0,80 0,10 0,45 2,70 0,25 3,618 3,49224 1,80 1,20 1,20 0,80 0,10 0,45 2,70 0,25 3,618 3,49226 1,80 1,20 1,20 0,80 0,10 0,45 2,80 0,25 3,731 3,60528 1,80 1,20 1,20 0,80 0,10 0,45 2,80 0,25 3,731 3,60530 1,80 1,20 1,20 0,80 0,10 0,45 2,80 0,25 3,731 3,605HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,95 1,15 1,15 0,80 0,10 0,60 2,95 0,25 3,919 3,79320 1,95 1,15 1,15 0,80 0,10 0,60 2,95 0,25 3,919 3,79322 2,10 1,30 1,30 0,80 0,10 0,60 2,95 0,25 4,846 4,72024 2,10 1,30 1,30 0,80 0,10 0,60 2,95 0,25 4,846 4,72026 2,10 1,30 1,30 0,80 0,10 0,60 3,15 0,25 5,111 4,98528 2,10 1,30 1,30 0,80 0,10 0,60 3,15 0,25 5,111 4,98530 2,10 1,30 1,30 0,80 0,10 0,60 3,15 0,25 5,111 4,98534 2,10 1,30 1,30 0,80 0,10 0,60 3,15 0,25 5,111 4,985HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,20 0,90 0,90 0,80 0,10 0,45 2,00 0,25 1,554 1,42820 1,20 0,90 0,90 0,80 0,10 0,45 2,00 0,25 1,554 1,42822 1,20 0,90 0,90 0,80 0,10 0,45 2,00 0,25 1,554 1,42824 1,20 0,90 0,90 0,80 0,10 0,45 2,00 0,25 1,554 1,42826 1,20 0,90 0,90 0,80 0,10 0,45 2,10 0,25 1,617 1,49228 1,20 0,90 0,90 0,80 0,10 0,45 2,10 0,25 1,617 1,49230 1,20 0,90 0,90 0,80 0,10 0,45 2,10 0,25 1,617 1,492HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,50 0,90 0,90 0,80 0,10 0,45 2,30 0,25 1,935 1,81020 1,50 0,90 0,90 0,80 0,10 0,45 2,30 0,25 1,935 1,81022 1,50 0,90 0,90 0,80 0,10 0,45 2,30 0,25 1,935 1,81024 1,55 0,95 0,95 0,80 0,10 0,45 2,30 0,25 2,118 1,99226 1,50 0,90 0,90 0,80 0,10 0,45 2,40 0,25 1,999 1,87328 1,50 0,90 0,90 0,80 0,10 0,45 2,40 0,25 1,999 1,87330 1,50 0,90 0,90 0,80 0,10 0,45 2,40 0,25 1,999 1,873

VOLUME (m³)

RB5-E-C 3,4-F 3,3-A 5,6

RB4-E-C 3,3-F 3,3-M 2,2

RB2-E-C 3,2-F 3,3-M 2,2

RB9-E-C 3,7-F 3,3-A 6,1

DENOMINATIONDIMENSIONS (m)

RB4-E-C 3,3-F 3,3-A 5,6

40 RUBÍ Model

HEIGHT (m)HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,80 1,20 1,20 0,80 0,10 0,45 2,70 0,25 3,618 3,49220 1,80 1,20 1,20 0,80 0,10 0,45 2,70 0,25 3,618 3,49222 1,80 1,20 1,20 0,80 0,10 0,45 2,70 0,25 3,618 3,49224 1,80 1,20 1,20 0,80 0,10 0,45 2,70 0,25 3,618 3,49226 1,80 1,20 1,20 0,80 0,10 0,45 2,80 0,25 3,731 3,60528 1,80 1,20 1,20 0,80 0,10 0,45 2,80 0,25 3,731 3,60530 1,80 1,20 1,20 0,80 0,10 0,45 2,80 0,25 3,731 3,605HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,95 1,15 1,15 0,80 0,10 0,60 2,95 0,25 3,919 3,79320 1,95 1,15 1,15 0,80 0,10 0,60 2,95 0,25 3,919 3,79322 1,95 1,15 1,15 0,80 0,10 0,60 2,95 0,25 3,919 3,79324 2,10 1,30 1,30 0,80 0,10 0,60 2,95 0,25 4,846 4,72026 2,10 1,30 1,30 0,80 0,10 0,60 3,15 0,25 5,111 4,98528 2,10 1,30 1,30 0,80 0,10 0,60 3,15 0,25 5,111 4,98530 2,10 1,30 1,30 0,80 0,10 0,60 3,15 0,25 5,111 4,98534 2,10 1,30 1,30 0,80 0,10 0,60 3,15 0,25 5,111 4,985

RB9-E-C 3,7-F 3,3-M 2,2

RB5-E-C 3,4-F 3,3-M 2,2

DENOMINATION DIMENSIONS (m) VOLUMES

(m³)

JIMÉNEZ


Serie GEMAS

5. ModelTOPACIO


43 TOPACIO Model

5.1. OBJETO

This document has been prepared for being a handbook for users of Lattice Metallic Towers, for electric lines up to 132 KV. (strengthened structure)

FRE

E H

EIG

HT

AF

F

CO

MU

N S

EC

TIO

N

TO

WE

R T

YP

E

HE

AD

C

C2

B28

B26

B22

T1

T2

B1818

20

22

24

26

28

B20

B24

FF

C

CC

C

C2 C2

B3030

34 B34

D D

M

A

C

AC

CC

C2 C2

CC

FF

AC AC

TOWER GEOMETRY

44 TOPACIO Model


C2 C2

C2

C

F

CC

F

AC

AC

A

C

FA

C C

F

C2C2

F

C C

AC

DD

MF

CC

AC C C2 D F A/MTP1-T-C 3,2-F 2,2-A 3,8 1,40 3,20 3,30 2,20 3,75TP2-T-C 3,2-F 2,2-A 4,0 1,40 3,20 3,30 2,20 3,95TP4-T-C 3,3-F 2,2-A 5,3 1,60 3,30 3,40 2,20 5,30TP5-T-C 3,4-F 2,2-A 5,3 1,60 3,40 3,50 2,20 5,30TP9-T-C 3,2-F 2,2-A 5,3 1,60 3,20 3,30 2,20 5,30TP1-E-C 2,9-F 3,3-A 3,8 1,40 2,90 3,90 3,30 3,75TP2-E-C 3,0-F 3,3-A 4,0 1,40 3,00 4,00 3,30 4,00TP4-E-C 3,4-F 3,3-A 4,2 1,60 3,40 3,90 3,30 4,20TP5-E-C 3,6-F 3,3-A 4,2 1,60 3,60 4,60 3,30 4,20TP9-E-C 3,8-F 3,3-A 4,2 1,60 3,80 4,30 3,30 4,20TP1-E-C 3,3-F 4,4-A 3,8 1,40 3,30 3,80 4,40 3,75TP2-E-C 3,3-F 4,4-A 4,0 1,40 3,30 3,80 4,40 4,00TP4-E-C 3,4-F 4,4-A 5,3 1,60 3,40 3,90 4,40 5,30TP5-E-C 3,5-F 4,4-A 5,3 1,60 3,50 4,00 4,40 5,30TP9-E-C 3,8-F 4,4-A 5,3 1,60 3,80 4,30 4,40 5,30TP1-E-C 2,9-F 3,3-M 1,6 1,40 2,90 3,90 4,20 3,30 1,65TP2-E-C 3,0-F 3,3-M 1,6 1,40 3,00 4,00 4,20 3,30 1,65TP4-E-C 3,4-F 3,3-M 3,4 1,60 3,40 3,90 4,90 3,30 3,35TP5-E-C 3,6-F 3,3-M 3,4 1,60 3,60 4,60 5,00 3,30 3,38TP9-E-C 3,8-F 3,3-M 3,4 1,60 3,80 4,30 5,00 3,30 3,38TP1-E-C 3,3-F 4,4-M 2,2 1,40 3,30 3,80 4,70 4,40 2,20TP2-E-C 3,3-F 4,4-M 2,2 1,40 3,30 3,80 4,70 4,40 2,20TP4-E-C 3,4-F 4,4-M 3,4 1,60 3,40 3,90 4,90 4,40 3,35TP5-E-C 3,5-F 4,4-M 3,4 1,60 3,50 4,00 5,00 4,40 3,38TP9-E-C 3,8-F 4,4-M 3,4 1,60 3,80 4,30 5,00 4,40 3,38


45 TOPACIO Model


The distances HL are calculated combining the sections of the base, between the bottom crossarm and the land level.


HL (m) 18 20 22 24 26 28 30 34B 3,89 4,17 4,44 4,72 5,00 5,27 5,55WEIGHT 2735 3051 3383 3697 4093 4428 4850B 3,89 4,17 4,44 4,72 5,00 5,27 5,55WEIGHT 2884 3230 3581 3912 4325 4676 5114B 4,09 4,37 4,65 4,92 5,20 5,48 5,75WEIGHT 4248 4692 5134 5555 6070 6514 7057B 4,09 4,37 4,65 4,92 5,20 5,48 5,75WEIGHT 4983 5490 6031 6527 7133 7653 8290B 4,58 4,91 5,24 5,57 5,90 6,23 6,56 7,22WEIGHT 7039 7747 8614 9309 10273 10989 12018 13850

B 3,89 4,17 4,44 4,72 5,00 5,27 5,55WEIGHT 3129 3462 3794 4108 4504 4839 5261B 3,89 4,17 4,44 4,72 5,00 5,27 5,55WEIGHT 3306 3652 4004 4334 4747 5098 5536B 4,09 4,37 4,65 4,92 5,20 5,48 5,75WEIGHT 4646 5090 5532 5952 6468 6912 7455B 4,09 4,37 4,65 4,92 5,20 5,48 5,75WEIGHT 5466 5973 6514 7011 7616 8136 8773B 4,58 4,91 5,24 5,57 5,90 6,23 6,56 7,22WEIGHT 7854 8563 9430 10125 11089 11805 12834 14665


DENOMINATION HEIGHTS(m), WIDES (m) AND WEIGHTS (kg)

TP2-E-C 3,0-F 3,3-A 4,0

TP1-E-C 2,9-F 3,3-A 3,8

TP1-T-C 3,2-F 2,2-A 3,8

TP2-T-C 3,2-F 2,2-A 4,0

TP4-T-C 3,3-F 2,2-A 5,3

TP9-T-C 3,2-F 2,2-A 5,3

TP5-T-C 3,4-F 2,2-A 5,3

TP4-E-C 3,4-F 3,3-A 4,2

TP5-E-C 3,6-F 3,3-A 4,2

TP9-E-C 3,8-F 3,3-A 4,2

TP4-E-C 3,4-F 4,4-A 5,3

TP1-E-C 3,3-F 4,4-A 3,8

TP2-E-C 3,3-F 4,4-A 4,0

TP5-E-C 3,5-F 4,4-A 5,3

TP9-E-C 3,8-F 4,4-A 5,3

46 TOPACIO Model

HL (m) 18 20 22 24 26 28 30 34B 3,89 4,17 4,44 4,72 5,00 5,27 5,55WEIGHT 3220 3542 3873 4188 4584 4919 5341B 3,89 4,17 4,44 4,72 5,00 5,27 5,55WEIGHT 3420 3766 4117 4448 4860 5212 5650B 4,09 4,37 4,65 4,92 5,20 5,48 5,75WEIGHT 4948 5391 5834 6254 6770 7213 7757B 4,09 4,37 4,65 4,92 5,20 5,48 5,75WEIGHT 5801 6308 6849 7345 7951 8471 9108B 4,58 4,91 5,24 5,57 5,90 6,23 6,56 7,22WEIGHT 8268 8977 9843 10538 11503 12218 13247 15079


TP9-E-C 3,8-F 3,3-M 3,4

TP1-E-C 3,3-F 4,4-M 2,2

TP9-E-C 3,8-F 4,4-M 3,4

TP4-E-C 3,4-F 4,4-M 3,4

TP1-E-C 2,9-F 3,3-M 1,6

TP5-E-C 3,6-F 3,3-M 3,4

TP2-E-C 3,0-F 3,3-M 1,6

TP4-E-C 3,4-F 3,3-M 3,4

HEIGHTS(m), WIDTHS (m) AND WEIGHTS (kg)

TP5-E-C 3,5-F 4,4-M 3,4

DENOMINATION

TP2-E-C 3,3-F 4,4-M 2,2

5.4. OVERALL FORCES

The total useful loads on the tower are included in the following table, where: EU Useful transversal resistant load of the tower, simultaneous

with the legal wind overload on the tower. EL Admissible longitudinal resistant load of the tower. ET Admissible longitudinal resistant load of torsion, applied on

the crossarm end. Et Admissible longitudinal resistant load of torsion, applied on

the end of the earth wire. EF Horizontal load, caused by tower failure CS Safety factor of the tower for the required loads. The loads will be considered applied to the height of central crossarm. Coinciding with the previous ones, the loads will be considered due to:

o Wind on the tower (1ª load case – wind) o Own mass of the tower (every laod case)

47 TOPACIO Model

Faliure forceEF

CS=1,00F V L V T V t V

TP1-T-C 3,2-F 2,2-A 3,8 4879 1950 5211 3520 1785 480 1612 320 7639TP2-T-C 3,2-F 2,2-A 4,0 5924 1950 6192 3520 1785 480 1612 320 9289TP4-T-C 3,3-F 2,2-A 5,3 11865 2180 12562 3750 3441 515 2179 330 18843TP5-T-C 3,4-F 2,2-A 5,3 14863 2180 15527 3750 2514 515 1589 330 23291TP9-T-C 3,2-F 2,2-A 5,3 26824 2180 28788 3750 3333 515 2291 330 43182TP1-E-C 2,9-F 3,3-A 3,8 4361 3600 6352 6400 1963 480 1773 320 5857TP2-E-C 3,0-F 3,3-A 4,0 5462 3600 7722 6400 1958 480 1769 320 7250TP4-E-C 3,4-F 3,3-A 4,2 11053 4040 14797 6840 3286 515 2081 330 17052TP5-E-C 3,6-F 3,3-A 4,2 14601 4040 17413 6840 2182 515 1309 330 22693TP9-E-C 3,8-F 3,3-A 4,2 26844 4040 27511 6840 3825 515 2468 330 41266TP1-E-C 3,3-F 4,4-A 3,8 3971 3600 5954 6400 1830 480 1653 320 5667TP2-E-C 3,3-F 4,4-A 4,0 5005 3600 7235 6400 1801 480 1627 320 7220TP4-E-C 3,4-F 4,4-A 5,3 10230 4040 13679 6840 3496 515 2256 330 16025TP5-E-C 3,5-F 4,4-A 5,3 13251 4040 17535 6840 2944 515 1745 330 20825TP9-E-C 3,8-F 4,4-A 5,3 24698 4040 26266 6840 3460 515 2232 330 38340TP1-E-C 2,9-F 3,3-M 1,6 4378 3900 6258 7040 1769 480 1598 320 5942TP2-E-C 3,0-F 3,3-M 1,6 5409 3900 7573 7040 1643 480 1484 320 7012TP4-E-C 3,4-F 3,3-M 3,4 10873 4360 14442 7500 3264 515 2106 330 16611TP5-E-C 3,6-F 3,3-M 3,4 13999 4360 18214 7500 2000 515 1200 330 21638TP9-E-C 3,8-F 3,3-M 3,4 26122 4360 26720 7500 3377 515 2179 330 40079TP1-E-C 3,3-F 4,4-M 2,2 3927 3900 5784 7040 1550 480 1400 320 4927TP2-E-C 3,3-F 4,4-M 2,2 4968 3900 7059 7040 1550 480 1400 320 6743TP4-E-C 3,4-F 4,4-M 3,4 10055 4360 13102 7500 3100 515 2000 330 15248TP5-E-C 3,5-F 4,4-M 3,4 13292 4360 17438 7500 3100 515 2000 330 20670TP9-E-C 3,8-F 4,4-M 3,4 24229 4360 28232 7500 3100 515 2000 330 37378

DENOMINATION


Main force

EU EL ET Et

Secondary force

Conductor break

Earth wire break

CS=1,50 CS=1,50 CS=1,20 CS=1,20

5.5. FORCES PER PHASE

The useful loads per phase are included in the following tables, where

o V-v: Admissible vertical load per conductor and earth wire. o H-h: Admissible horizontal transversal per conductor and earth wire o L-l: Admissible horizontal longitudinal per conductor and earth wire


TP1-T-C 3,2-F 2,2-A 3,8 TP2-T-C 3,2-F 2,2-A 4,0

LOAD CASE CS v h l V H L LOAD CASE CS v h l V H LWind 1,5 300 768 0 550 1031 0 Wind 1,5 300 1010 0 550 1427 0Ice 1,5 640 373 0 960 516 0 Ice 1,5 640 505 0 960 713 0End line 1,5 0 0 0 0 0 0 End line 1,5 0 0 0 0 0 0Unbalanced 1,2 640 0 988 960 0 1471 Unbalanced 1,2 640 0 988 960 0 1514Conductor break 1,2 640 373 0 480 263 1785 Conductor break 1,2 640 505 0 480 362 1785Earth wire break 1,2 320 187 1612 960 516 0 Earth wire break 1,2 320 252 1612 960 713 0

Susp

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fetyFORCES PER PHASE (daN)

CT PHASE

Susp

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CT PHASE

48 Model TOPACIO


TP4-T-C 3,3-F 2,2-A 5,3 TP5-T-C 3,4-F 2,2-A 5,3


DENOMINATION

TP9-T-C 3,2-F 2,2-A 5,3

LOAD CASE CS v h l V H LWind 1,5 320 4163 0 620 6245 0Ice 1,5 660 4582 0 1030 6665 0End line 1,5 660 0 1875 1030 0 2708Unbalanced 1,2 660 0 2344 1030 0 3385Conductor break 1,2 660 3229 0 515 823 3333Earth wire break 1,2 330 1645 2291 1030 4687 0


TP1-E-C 2,9-F 3,3-A 3,8 TP2-E-C 3,0-F 3,3-A 4,0



TP4-E-C 3,4-F 3,3-A 4,2 TP5-E-C 3,6-F 3,3-A 4,2


DENOMINATION

TP9-E-C 3,8-F 3,3-A 4,2

HIPÓTESIS CS v h l V H LWind 1,5 320 2476 0 620 3715 0Ice 1,5 660 2468 0 1030 3825 0End line 1,5 660 0 1974 1030 0 3060Unbalanced 1,2 660 0 2466 1030 0 3847Conductor break 1,2 660 2468 0 515 1913 3825Earth wire break 1,2 330 1234 2468 1030 3825 0

CT PHASE


CT


CT PHASE



CT PHASE



CT

CT PHASE


CT PHASE

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line


CT PHASE

PHASE

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49


TP1-E-C 3,3-F 4,4-A 3,8 TP2-E-C 3,3-F 4,4-A 4,0



TP4-E-C 3,4-F 4,4-A 5,3 TP5-E-C 3,5-F 4,4-A 5,3


DENOMINATION

TP9-E-C 3,8-F 4,4-A 5,3



TP1-E-C 2,9-F 3,3-M 1,6 TP2-E-C 3,0-F 3,3-M 1,6



TP4-E-C 3,4-F 3,3-M 3,4 TP5-E-C 3,6-F 3,3-M 3,4




PHASE


CT PHASE CT


CT PHASE

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CT PHASE

End

line


CT PHASE


CT

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TOPACIO Model

50

DENOMINATION

TP9-E-C 3,8-F 3,3-M 3,4



TP1-E-C 3,3-F 4,4-M 2,2 TP2-E-C 3,3-F 4,4-M 2,2



TP4-E-C 3,4-F 4,4-M 3,4 TP5-E-C 3,5-F 4,4-M 3,4


DENOMINATION

TP9-E-C 3,8-F 4,4-M 3,4


CT PHASE


CT PHASE


End

line


CT PHASE


CT PHASE


End

line


CT PHASE

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ion

tow

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o Wind on the tower (Load case – wind) o Own mass of the tower (every load case)

TOPACIO Model

51

5.6. FOUNDATIONS

The foundations in these towers have separated legs and circular sections The loads for every anchoring and for every HL height are mentioned in kilos in the following table.

HL (m) 18 20 22 24 26 28 30 34Uplift 16973 17552 18068 18569 19021 19480 19894Compression 20312 20949 21673 22371 23070 23739 24416Uplift 22946 23636 24264 24864 25404 25944 26431Compression 26239 27145 27993 28800 29597 30357 31118Uplift 40121 41296 42348 43335 44221 45073 45847Compression 44201 45628 46932 48157 49337 50440 51523Uplift 58016 59618 61039 62355 63531 64644 65649Compression 62390 64268 65984 67569 69074 70470 71822Uplift 84761 86284 87564 88696 89620 90472 91148 92886Compression 91453 93361 95113 96622 98071 99312 100547 102680Uplift 18986 19282 19520 19740 19901 20183 20568Compression 24465 24927 25331 25708 26067 26396 26716Uplift 25408 25813 26146 26451 26684 26914 27288Compression 30975 31553 32063 32532 32972 33377 33763Uplift 37379 38401 39319 40186 40966 41721 42409Compression 43107 44382 45551 46657 47730 48737 49734Uplift 57911 59376 60677 61886 62966 63994 64922Compression 63970 65711 67306 68785 70195 71504 72778Uplift 91314 93048 94551 95937 97149 98301 99304 101140Compression 98672 100790 102765 104529 106265 107805 109368 112199

Uplift 18567 18762 18911 19305 19666 20044 20385Compression 24154 24516 24831 25130 25420 25958 26562Uplift 24539 24809 25024 25312 25727 26158 26545Compression 30215 30658 31049 31414 31761 32232 32893Uplift 41416 42317 43127 43899 44593 45272 45890Compression 47324 48477 49539 50549 51537 52468 53395Uplift 62089 63337 64447 65486 66414 67305 68110Compression 68343 69867 71271 72579 73837 75010 76161Uplift 88126 89373 90451 91462 92341 93195 93930 95304Compression 95800 97432 98981 100370 101773 103016 104311 106680

Uplift 19487 19780 20014 20232 20390 20550 20657Compression 25403 25856 26257 26632 26988 27315 27633Uplift 24037 24405 24706 24981 25189 25395 25683Compression 30053 30594 31071 31511 31925 32307 32672Uplift 39798 40810 41718 42577 43349 44098 44779Compression 45942 47206 48366 49463 50529 51530 52520Uplift 58720 60110 61344 62494 63521 64500 65385Compression 65206 66871 68400 69819 71175 72437 73669Uplift 89905 91464 92813 94065 95156 96201 97107 98777Compression 97732 99675 101496 103125 104741 106174 107640 110305

TP2-E-C 3,0-F 3,3-A 4,0

TP4-T-C 3,3-F 2,2-A 5,3

TP5-T-C 3,4-F 2,2-A 5,3

TP9-T-C 3,2-F 2,2-A 5,3

TP1-E-C 2,9-F 3,3-A 3,8

DENOMINATION LOADS OVER THE FOUNDATIONS (kg)

TP1-T-C 3,2-F 2,2-A 3,8

TP2-T-C 3,2-F 2,2-A 4,0

TP4-E-C 3,4-F 3,3-A 4,2

TP5-E-C 3,6-F 3,3-A 4,2

TP9-E-C 3,8-F 3,3-A 4,2

TP1-E-C 3,3-F 4,4-A 3,8

TP2-E-C 3,3-F 4,4-A 4,0

TP4-E-C 3,4-F 4,4-A 5,3

TP5-E-C 3,5-F 4,4-A 5,3

TP9-E-C 3,8-F 4,4-A 5,3

TP1-E-C 2,9-F 3,3-M 1,6

TP2-E-C 3,0-F 3,3-M 1,6

TP4-E-C 3,4-F 3,3-M 3,4

TP5-E-C 3,6-F 3,3-M 3,4

TP9-E-C 3,8-F 3,3-M 3,4

TOPACIO Model

52 Model TOPACIO

HL (m) 18 20 22 24 26 28 30 34Uplift 23924 24253 24539 24814 25080 25327 25760Compression 24122 24356 24540 24712 24843 25254 25624Uplift 30220 30627 30987 31324 31646 31946 32241Compression 40395 41230 41983 42704 43353 43991 44573Uplift 46652 47739 48743 49703 50645 51536 52426Compression 62547 63724 64772 65755 66633 67480 68244Uplift 69144 70596 71938 73191 74399 75527 76638Compression 87650 88781 89748 90663 91455 92232 92898 94152Uplift 95680 97220 98658 99950 101266 102433 103658 105908Compression 95680 97220 98658 99950 101266 102433 103658 105908


TP9-E-C 3,8-F 4,4-M 3,4

TP1-E-C 3,3-F 4,4-M 2,2

TP2-E-C 3,3-F 4,4-M 2,2

TP4-E-C 3,4-F 4,4-M 3,4

TP5-E-C 3,5-F 4,4-M 3,4

DENOMINATION

The sizes (meters) of the foundations in these towers are the mentioned in the following table for every HL height, where: ∅DB: Width of the foundation bottom ∅Di: Bottom width of the foundation ∅DS: Top width of the foundation H: Total foundation height AP: Plint width K: Cellar height J: Height of the conical area H: Total height of the foundation HP: Plint height Vh: Concrete volume per leg Ve: Digging volume per leg

HEIGHT (m)HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,30 0,90 0,90 0,80 0,10 0,30 2,10 0,25 1,628 1,50220 1,30 0,90 0,90 0,80 0,10 0,30 2,10 0,25 1,628 1,50222 1,30 0,90 0,90 0,80 0,10 0,30 2,10 0,25 1,628 1,50224 1,30 0,90 0,90 0,80 0,10 0,30 2,10 0,25 1,628 1,50226 1,30 0,90 0,90 0,80 0,10 0,30 2,20 0,25 1,692 1,56628 1,30 0,90 0,90 0,80 0,10 0,30 2,20 0,25 1,692 1,56630 1,30 0,90 0,90 0,80 0,10 0,30 2,20 0,25 1,692 1,566HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,30 0,90 0,90 0,80 0,10 0,30 2,10 0,25 1,628 1,50220 1,35 0,95 0,95 0,80 0,10 0,30 2,10 0,25 1,788 1,66322 1,35 0,95 0,95 0,80 0,10 0,30 2,10 0,25 1,788 1,66324 1,45 1,05 1,05 0,80 0,10 0,30 2,10 0,25 2,134 2,00926 1,30 0,90 0,90 0,80 0,10 0,30 2,20 0,25 1,692 1,56628 1,35 0,95 0,95 0,80 0,10 0,30 2,20 0,25 1,859 1,73430 1,35 0,95 0,95 0,80 0,10 0,30 2,20 0,25 1,859 1,734


TP1-T-C 3,2-F 2,2-A 3,8

TP2-T-C 3,2-F 2,2-A 4,0

K

H

J

AP

HP

0.05

ØDB

ØDI

ØDS

53

HEIGHT

(m)HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,55 0,95 0,95 0,80 0,10 0,45 2,55 0,25 2,295 2,16920 1,65 1,05 1,05 0,80 0,10 0,45 2,55 0,25 2,726 2,60022 1,65 1,05 1,05 0,80 0,10 0,45 2,55 0,25 2,726 2,60024 1,65 1,05 1,05 0,80 0,10 0,45 2,55 0,25 2,726 2,60026 1,55 0,95 0,95 0,80 0,10 0,45 2,70 0,25 2,401 2,27628 1,55 0,95 0,95 0,80 0,10 0,45 2,70 0,25 2,401 2,27630 1,65 1,05 1,05 0,80 0,10 0,45 2,70 0,25 2,856 2,730HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,85 1,15 1,15 0,80 0,10 0,55 2,80 0,25 3,617 3,49220 1,85 1,15 1,15 0,80 0,10 0,55 2,80 0,25 3,617 3,49222 2,00 1,30 1,30 0,80 0,10 0,55 2,80 0,25 4,487 4,36224 2,00 1,30 1,30 0,80 0,10 0,55 2,80 0,25 4,487 4,36226 1,85 1,15 1,15 0,80 0,10 0,55 3,00 0,25 3,825 3,69928 1,85 1,15 1,15 0,80 0,10 0,55 3,00 0,25 3,825 3,69930 1,85 1,15 1,15 0,80 0,10 0,55 3,00 0,25 3,825 3,699HL ØDB ØDI ØDS AP K J H HP Vh Ve18 2,30 1,50 1,50 0,80 0,10 0,60 3,00 0,25 6,332 6,20620 2,55 1,75 1,75 0,80 0,10 0,60 3,00 0,25 8,372 8,24622 2,55 1,75 1,75 0,80 0,10 0,60 3,00 0,25 8,372 8,24624 2,55 1,75 1,75 0,80 0,10 0,60 3,00 0,25 8,372 8,24626 2,30 1,50 1,50 0,80 0,10 0,60 3,20 0,25 6,685 6,56028 2,30 1,50 1,50 0,80 0,10 0,60 3,20 0,25 6,685 6,56030 2,30 1,50 1,50 0,80 0,10 0,60 3,20 0,25 6,685 6,56034 2,30 1,50 1,50 0,80 0,10 0,60 3,20 0,25 6,685 6,560HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,50 0,90 0,90 0,80 0,10 0,45 2,10 0,25 1,808 1,68220 1,50 0,90 0,90 0,80 0,10 0,45 2,10 0,25 1,808 1,68222 1,50 0,90 0,90 0,80 0,10 0,45 2,10 0,25 1,808 1,68224 1,50 0,90 0,90 0,80 0,10 0,45 2,10 0,25 1,808 1,68226 1,50 0,90 0,90 0,80 0,10 0,45 2,20 0,25 1,872 1,74628 1,50 0,90 0,90 0,80 0,10 0,45 2,20 0,25 1,872 1,74630 1,50 0,90 0,90 0,80 0,10 0,45 2,20 0,25 1,872 1,746HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,50 0,90 0,90 0,80 0,10 0,45 2,40 0,25 1,999 1,87320 1,50 0,90 0,90 0,80 0,10 0,45 2,40 0,25 1,999 1,87322 1,50 0,90 0,90 0,80 0,10 0,45 2,40 0,25 1,999 1,87324 1,50 0,90 0,90 0,80 0,10 0,45 2,40 0,25 1,999 1,87326 1,50 0,90 0,90 0,80 0,10 0,45 2,50 0,25 2,063 1,93728 1,50 0,90 0,90 0,80 0,10 0,45 2,50 0,25 2,063 1,93730 1,50 0,90 0,90 0,80 0,10 0,45 2,50 0,25 2,063 1,937

TP4-T-C 3,3-F 2,2-A 5,3

TP5-T-C 3,4-F 2,2-A 5,3

TP1-E-C 2,9-F 3,3-A 3,8

TP9-T-C 3,2-F 2,2-A 5,3

DENOMINATION

TP2-E-C 3,0-F 3,3-A 4,0

DIMENSIONS (m) VOLUME (m³)

TOPACIO Model

54


DENOMINATION DIMENSIONS (m) VOLUME

(m³)

TP2-E-C 3,3-F 4,4-A 4,0

TP4-E-C 3,4-F 3,3-A 4,2

TP5-E-C 3,6-F 3,3-A 4,2

TP1-E-C 3,3-F 4,4-A 3,8

TP9-E-C 3,8-F 3,3-A 4,2

TOPACIO Model

55


TP5-E-C 3,5-F 4,4-A 5,3

TP1-E-C 2,9-F 3,3-M 1,6

TP9-E-C 3,8-F 4,4-A 5,3

TP2-E-C 3,0-F 3,3-M 1,6

TP4-E-C 3,4-F 4,4-A 5,3


(m³)

TOPACIO Model

56



(m³)

TP4-E-C 3,4-F 3,3-M 3,4

TP5-E-C 3,6-F 3,3-M 3,4

TP1-E-C 3,3-F 4,4-M 2,2

TP9-E-C 3,8-F 3,3-M 3,4

TP2-E-C 3,3-F 4,4-M 2,2

TOPACIO Model

57

HEIGHT (m)HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,70 1,00 1,00 0,80 0,10 0,50 2,95 0,25 2,930 2,80420 1,70 1,00 1,00 0,80 0,10 0,50 2,95 0,25 2,930 2,80422 1,70 1,00 1,00 0,80 0,10 0,50 2,95 0,25 2,930 2,80424 1,70 1,00 1,00 0,80 0,10 0,50 2,95 0,25 2,930 2,80426 1,70 1,00 1,00 0,80 0,10 0,50 3,10 0,25 3,048 2,92228 1,70 1,00 1,00 0,80 0,10 0,50 3,10 0,25 3,048 2,92230 1,70 1,00 1,00 0,80 0,10 0,50 3,10 0,25 3,048 2,922HL ØDB ØDI ØDS AP K J H HP Vh Ve18 1,90 1,00 1,00 0,80 0,10 0,60 3,45 0,25 3,592 3,46620 1,90 1,00 1,00 0,80 0,10 0,60 3,45 0,25 3,592 3,46622 1,90 1,00 1,00 0,80 0,10 0,60 3,45 0,25 3,592 3,46624 1,90 1,00 1,00 0,80 0,10 0,60 3,45 0,25 3,592 3,46626 1,90 1,00 1,00 0,80 0,10 0,60 3,60 0,25 3,709 3,58428 1,90 1,00 1,00 0,80 0,10 0,60 3,60 0,25 3,709 3,58430 1,90 1,00 1,00 0,80 0,10 0,60 3,60 0,25 3,709 3,584HL ØDB ØDI ØDS AP K J H HP Vh Ve18 2,40 1,20 1,00 0,80 0,10 0,90 3,60 0,25 5,431 5,30520 2,40 1,20 1,00 0,80 0,10 0,90 3,60 0,25 5,431 5,30522 2,40 1,20 1,00 0,80 0,10 0,90 3,60 0,25 5,431 5,30524 2,40 1,20 1,00 0,80 0,10 0,90 3,60 0,25 5,431 5,30526 2,40 1,20 1,00 0,80 0,10 0,90 3,70 0,25 5,526 5,40028 2,40 1,20 1,00 0,80 0,10 0,90 3,70 0,25 5,526 5,40030 2,40 1,20 1,00 0,80 0,10 0,90 3,70 0,25 5,526 5,40034 2,40 1,20 1,00 0,80 0,10 0,90 3,70 0,25 5,526 5,400

TP4-E-C 3,4-F 4,4-M 3,4

TP5-E-C 3,5-F 4,4-M 3,4

TP9-E-C 3,8-F 4,4-M 3,4


(m³)

TOPACIO Model TOPACIO Model

JIMÉNEZ


Serie GEMAS

6. ModelAZABACHE


“

heights

YOUR PROJECT”

CONTACT US for greater

, we customize

61 AZABACHE Model

6.1. OBJECT This document has been prepared for being a handbook for users of Lattice Metallic Towers, for electric lines of 132 kV, with strengthened structure, that allows bigger torsion loads.

B9,45

B11,70

B13,95

B16,2

B18,45

B23

B27,50

T1

T2

T3

T4

T5

9,45

11,70

13,95

16,20

18,45

20,70

23,00

27,50

HE

AD

C

C

C2

FF

A

AC

FRE

E H

EIG

HT

FF

A

C C

C C

C2 C2

AC

TOWER GEOMETRY

62

C2 C2C

F

CC

F

C

AC

AC

A

C

FA

C C

F


AC C C2 F AAZ1-T-C 2,4-F 2,0-A 3,7 1,20 2,40 2,00 3,70AZ1-T-C 2,9-F 2,0-A 4,3 1,20 2,90 2,00 4,30AZ1-T-C 2,4-F 3,0-A 3,7 1,20 2,40 3,00 3,70AZ1-T-C 2,9-F 3,0-A 4,3 1,20 2,90 3,00 4,30AZ2-T-C 2,4-F 2,0-A 3,7 1,20 2,40 2,00 3,70AZ2-T-C 2,9-F 2,0-A 4,3 1,20 2,90 2,00 4,30AZ2-T-C 2,4-F 3,0-A 3,7 1,20 2,40 3,00 3,70AZ2-T-C 2,9-F 3,0-A 4,3 1,20 2,90 3,00 4,30AZ4-T-C 2,4-F 2,0-A 3,7 1,20 2,40 2,00 3,70AZ4-T-C 2,9-F 2,0-A 4,3 1,20 2,90 2,00 4,30AZ4-T-C 2,4-F 3,0-A 3,7 1,20 2,40 3,00 3,70AZ4-T-C 2,9-F 3,0-A 4,3 1,20 2,90 3,00 4,30AZ5-T-C 2,4-F 2,0-A 3,7 1,20 2,40 2,00 3,70AZ5-T-C 2,9-F 2,0-A 4,3 1,20 2,90 2,00 4,30AZ5-T-C 2,4-F 3,0-A 3,7 1,20 2,40 3,00 3,70AZ5-T-C 2,9-F 3,0-A 4,3 1,20 2,90 3,00 4,30AZ9-T-C 2,4-F 2,0-A 3,7 1,20 2,40 2,00 3,70AZ9-T-C 2,9-F 2,0-A 4,3 1,20 2,90 2,00 4,30AZ9-T-C 2,4-F 3,0-A 3,7 1,20 2,40 3,00 3,70AZ9-T-C 2,9-F 3,0-A 4,3 1,20 2,90 3,00 4,30AZ1-E-C 2,4-F 3,0-A 3,7 1,20 2,40 2,90 3,00 3,70AZ2-E-C 2,4-F 3,0-A 3,7 1,20 2,40 2,90 3,00 3,70AZ4-E-C 2,4-F 3,0-A 3,7 1,20 2,40 2,90 3,00 3,70AZ5-E-C 2,4-F 3,0-A 3,7 1,20 2,40 2,90 3,00 3,70AZ9-E-C 2,4-F 3,0-A 3,7 1,20 2,40 2,90 3,00 3,70AZ1-E-C 2,9-F 4,0-A 4,3 1,20 2,90 3,60 4,00 4,30AZ2-E-C 2,9-F 4,0-A 4,3 1,20 2,90 3,60 4,00 4,30AZ4-E-C 2,9-F 4,0-A 4,3 1,20 2,90 3,60 4,00 4,30AZ5-E-C 2,9-F 4,0-A 4,3 1,20 2,90 3,60 4,00 4,30AZ9-E-C 2,9-F 4,0-A 4,3 1,20 2,90 3,60 4,00 4,30


AZABACHE Model

63


The distances HL are calculated combining the sections of the basis, between the bottom crossarm and the land level.

Following, the distances are mentioned, the tower weight and base B width.

DENOMINATIONHEIGHT HL 9,45 11,70 13,95 16,20 18,45 20,70 23,00 27,50WIDTH B 2,45 2,75 3,05 3,35 3,65 3,95 4,25 4,85

AZ1-T-C 2,4-F 2,0-A 3,7 1188 1346 1543 1725 1946 2203 2501 3126AZ1-T-C 2,9-F 2,0-A 4,3 1262 1420 1617 1799 2020 2277 2575 3200AZ1-T-C 2,4-F 3,0-A 3,7 1337 1495 1692 1874 2095 2352 2650 3275AZ1-T-C 2,9-F 3,0-A 4,3 1378 1536 1733 1915 2136 2393 2691 3316AZ2-T-C 2,4-F 2,0-A 3,7 1319 1499 1730 1984 2214 2471 2901 3564AZ2-T-C 2,9-F 2,0-A 4,3 1360 1540 1771 2025 2255 2512 2942 3605AZ2-T-C 2,4-F 3,0-A 3,7 1412 1592 1823 2077 2307 2564 2994 3657AZ2-T-C 2,9-F 3,0-A 4,3 1482 1662 1893 2147 2377 2634 3064 3727AZ4-T-C 2,4-F 2,0-A 3,7 1825 2178 2424 2718 2981 3296 3711 4373AZ4-T-C 2,9-F 2,0-A 4,3 1884 2237 2483 2777 3040 3355 3770 4432AZ4-T-C 2,4-F 3,0-A 3,7 2007 2360 2606 2900 3163 3478 3893 4555AZ4-T-C 2,9-F 3,0-A 4,3 2059 2412 2658 2952 3215 3530 3945 4607AZ5-T-C 2,4-F 2,0-A 3,7 2110 2505 2791 3234 3566 3983 4394 5234AZ5-T-C 2,9-F 2,0-A 4,3 2188 2583 2869 3312 3644 4061 4472 5312AZ5-T-C 2,4-F 3,0-A 3,7 2326 2721 3007 3450 3782 4199 4610 5450AZ5-T-C 2,9-F 3,0-A 4,3 2370 2765 3051 3494 3826 4243 4654 5494AZ9-T-C 2,4-F 2,0-A 3,7 2515 2958 3298 3776 4141 4624 5072 6017AZ9-T-C 2,9-F 2,0-A 4,3 2588 3031 3371 3849 4214 4697 5145 6090AZ9-T-C 2,4-F 3,0-A 3,7 2820 3263 3603 4081 4446 4929 5377 6322AZ9-T-C 2,9-F 3,0-A 4,3 2860 3303 3643 4121 4486 4969 5417 6362AZ1-E-C 2,4-F 3,0-A 3,7 1506 1664 1861 2043 2264 2521 2819 3444AZ2-E-C 2,4-F 3,0-A 3,7 1617 1797 2028 2282 2512 2769 3199 3862AZ4-E-C 2,4-F 3,0-A 3,7 2202 2555 2801 3095 3358 3673 4088 4750AZ5-E-C 2,4-F 3,0-A 3,7 2531 2926 3212 3655 3987 4404 4815 5655AZ9-E-C 2,4-F 3,0-A 3,7 3021 3464 3804 4282 4647 5130 5578 6523AZ1-E-C 2,9-F 4,0-A 4,3 1729 1887 2084 2266 2487 2744 3042 3667AZ2-E-C 2,9-F 4,0-A 4,3 1839 2019 2250 2504 2734 2991 3421 4084AZ4-E-C 2,9-F 4,0-A 4,3 2471 2824 3070 3364 3627 3942 4357 5019AZ5-E-C 2,9-F 4,0-A 4,3 2759 3154 3440 3883 4215 4632 5043 5883AZ9-E-C 2,9-F 4,0-A 4,3 3273 3716 4056 4534 4899 5382 5830 6775

weight

weight

weight

HEIGHTS (m), WIDES (m) AND WEIGHTS (kg)

weight

weight

weight

weight

AZABACHE Model

64

6.4. OVERALL FORCES

The total useful loads on the tower are included in the following table, where: EU Useful transversal resistant load of the tower,

simultaneous with the legal wind overload on the tower. EL Admissible longitudinal resistant load of the tower. ET Admissible longitudinal resistant load of torsion, applied

on the crossarm end. Et Admissible longitudinal resistant load of torsion, applied

on the end of the earth wire. EF Horizontal load, caused by tower failure. CS Safety factor of the tower for the required loads. The loads will be considered applied to the height of central crossarm. Coinciding with the previous ones, the loads will be considered due to:

o Wind on the tower (1ª Load case– wind) o Own mass of the tower (every load case)

Failure forceEF


AZ1-T-C 2,4-F 2,0-A 3,7 3125 2190 3560 4505 2620 885 2000 500 5283AZ1-T-C 2,9-F 2,0-A 4,3 3125 2190 3560 4505 2300 885 2000 500 5303AZ1-T-C 2,4-F 3,0-A 3,7 2665 2190 3100 4505 2620 885 2000 500 4867AZ1-T-C 2,9-F 3,0-A 4,3 2665 2190 3100 4505 2300 885 2000 500 4891AZ2-T-C 2,4-F 2,0-A 3,7 6000 2190 6610 4505 2620 885 2000 500 9225AZ2-T-C 2,9-F 2,0-A 4,3 6000 2190 6610 4505 2300 885 2000 500 9217AZ2-T-C 2,4-F 3,0-A 3,7 5140 2190 5840 4505 2620 885 2000 500 8664AZ2-T-C 2,9-F 3,0-A 4,3 5140 2190 5840 4505 2300 885 2000 500 8616AZ4-T-C 2,4-F 2,0-A 3,7 9000 2190 9530 4505 5125 885 2300 500 13101AZ4-T-C 2,9-F 2,0-A 4,3 9000 2190 9530 4505 4500 885 2300 500 13063AZ4-T-C 2,4-F 3,0-A 3,7 8145 2190 8375 4505 5125 885 2300 500 12118AZ4-T-C 2,9-F 3,0-A 4,3 8145 2190 8375 4505 4500 885 2300 500 12094AZ5-T-C 2,4-F 2,0-A 3,7 14000 2190 14400 4505 5125 885 2300 500 21250AZ5-T-C 2,9-F 2,0-A 4,3 14000 2190 14400 4505 4500 885 2300 500 21198AZ5-T-C 2,4-F 3,0-A 3,7 11800 2190 12370 4505 5125 885 2300 500 18794AZ5-T-C 2,9-F 3,0-A 4,3 11800 2190 12370 4505 4500 885 2300 500 18663AZ9-T-C 2,4-F 2,0-A 3,7 18000 2190 18000 4505 5125 885 2300 500 27351AZ9-T-C 2,9-F 2,0-A 4,3 18000 2190 18000 4505 4500 885 2300 500 27119AZ9-T-C 2,4-F 3,0-A 3,7 15355 2190 15355 4505 5125 885 2300 500 23153AZ9-T-C 2,9-F 3,0-A 4,3 15355 2190 15355 4505 4500 885 2300 500 22962

CS=1,50 CS=1,50 CS=1,20 CS=1,20

DENOMINATION



Conductor break

Earth wire break

EU EL ET Et

AZABACHE Model

65

Failure forceEF


AZ1-E-C 2,4-F 3,0-A 3,7 2665 4140 3100 8300 2300 885 2000 500 4333AZ2-E-C 2,4-F 3,0-A 3,7 5140 4140 5840 8300 2300 885 2000 500 8244AZ4-E-C 2,4-F 3,0-A 3,7 8145 4140 8375 8300 4500 885 2300 500 11782AZ5-E-C 2,4-F 3,0-A 3,7 11800 4140 12370 8300 4500 885 2300 500 18848AZ9-E-C 2,4-F 3,0-A 3,7 15355 4140 15355 8300 4500 885 2300 500 23523

AZ1-E-C 2,9-F 4,0-A 4,3 2180 4140 2420 8300 2000 885 2000 500 3854AZ2-E-C 2,9-F 4,0-A 4,3 4195 4140 4465 8300 2000 885 2000 500 7165AZ4-E-C 2,9-F 4,0-A 4,3 6410 4140 6990 8300 3850 885 2300 500 10190AZ5-E-C 2,9-F 4,0-A 4,3 10130 4140 10400 8300 3850 885 2300 500 15167AZ9-E-C 2,9-F 4,0-A 4,3 14325 4140 14325 8300 3850 885 2300 500 20307

DENOMINATION



Conductor break

Earth wire break

EU EL ET EtCS=1,50 CS=1,50 CS=1,20 CS=1,20

6.5. FORCES PER PHASE The useful loads per phase are included in the following tables, where



AZ1-T-C 2,4-F 2,0-A 3,7 AZ1-T-C 2,9-F 2,0-A 4,3

LOAD CASE CS v h l V H L LOAD CASE CS v h l V H LWind 1,5 240 538 0 650 828 0 Wind 1,5 240 536 0 650 825 0Ice 1,5 710 613 0 1265 943 0 Ice 1,5 710 611 0 1265 940 0End line 1,5 568 0 490 1012 0 754 End line 1,5 568 0 489 1012 0 752Unbalanced 1,2 710 0 613 1265 0 943 Unbalanced 1,2 710 0 611 1265 0 940Conductor break 1,2 710 0 0 885 0 2620 Conductor break 1,2 710 0 0 885 0 2300Earth wire break 1,2 500 0 2000 1265 0 0 Earth wire break 1,2 500 0 2000 1265 0 0DENOMINATION DENOMINATION

AZ1-T-C 2,4-F 3,0-A 3,7 AZ1-T-C 2,9-F 3,0-A 4,3

LOAD CASE CS v h l V H L LOAD CASE CS v h l V H LWind 1,5 240 457 0 650 703 0 Wind 1,5 240 455 0 650 700 0Ice 1,5 710 531 0 1265 817 0 Ice 1,5 710 529 0 1265 815 0End line 1,5 568 0 425 1012 0 654 End line 1,5 568 0 424 1012 0 652Unbalanced 1,2 710 0 531 1265 0 817 Unbalanced 1,2 710 0 529 1265 0 815Conductor break 1,2 710 0 0 885 0 2620 Conductor break 1,2 710 0 0 885 0 2300Earth wire break 1,2 500 0 2000 1265 0 0 Earth wire break 1,2 500 0 2000 1265 0 0DENOMINATION DENOMINATION

AZ2-T-C 2,4-F 2,0-A 3,7 AZ2-T-C 2,9-F 2,0-A 4,3




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AZABACHE Model

66

DENOMINATION DENOMINATIONAZ2-T-C 2,4-F 3,0-A 3,7 AZ2-T-C 2,9-F 3,0-A 4,3

LOAD CASE CS v h l V H L LOAD CASE CS v h l V H LWind 1,5 240 881 0 650 1355 0 Wind 1,5 240 878 0 650 1351 0Ice 1,5 710 1001 0 1265 1540 0 Ice 1,5 710 997 0 1265 1535 0End line 1,5 568 0 801 1012 0 1232 End line 1,5 554 0 778 987 0 1197Unbalanced 1,2 710 0 1001 1265 0 1540 Unbalanced 1,2 692 0 973 1233 0 1496Conductor break 1,2 710 0 0 885 0 2620 Conductor break 1,2 710 0 0 885 0 2300Earth wire 1,2 500 0 2000 1265 0 0 Earth wire 1,2 500 0 2000 1265 0 0DENOMINATION DENOMINATIONAZ4-T-C 2,4-F 2,0-A 3,7 AZ4-T-C 2,9-F 2,0-A 4,3

LOAD CASE CS v h l V H L LOAD CASE CS v h l V H LWind 1,5 240 1549 0 650 2384 0 Wind 1,5 240 1544 0 650 2375 0Ice 1,5 710 1641 0 1265 2524 0 Ice 1,5 710 1635 0 1265 2515 0End line 1,5 604 0 1395 1075 0 2145 End line 1,5 604 0 1390 1075 0 2138Unbalanced 1,2 754 0 1743 1344 0 2682 Unbalanced 1,2 754 0 1737 1344 0 2673Conductor break 1,2 710 0 0 885 0 5125 Conductor break 1,2 710 0 0 885 0 4500Earth wire 1,2 500 0 2300 1265 0 0 Earth wire 1,2 500 0 2300 1265 0 0DENOMINATION DENOMINATION

AZ4-T-C 2,4-F 3,0-A 3,7 AZ4-T-C 2,9-F 3,0-A 4,3


AZ5-T-C 2,4-F 2,0-A 3,7 AZ5-T-C 2,9-F 2,0-A 4,3


AZ5-T-C 2,4-F 3,0-A 3,7 AZ5-T-C 2,9-F 3,0-A 4,3


AZ9-T-C 2,4-F 2,0-A 3,7 AZ9-T-C 2,9-F 2,0-A 4,3

LOAD CASE CS v h l V H L LOAD CASE CS v h l V H LWind 1,5 240 3099 0 650 4767 0 Wind 1,5 240 3088 0 650 4751 0Ice 1,5 710 3099 0 1265 4767 0 Ice 1,5 710 3088 0 1265 4751 0End line 1,5 454 0 1983 810 0 3051 End line 1,5 511 0 2223 911 0 3421Unbalanced 1,2 568 0 2479 1012 0 3814 Unbalanced 1,2 639 0 2779 1139 0 4276Conductor break 1,2 710 0 0 885 0 5125 Conductor break 1,2 710 0 0 885 0 4500Earth wire 1,2 500 0 2300 1265 0 0 Earth wire 1,2 500 0 2300 1265 0 0

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PHASE

AZABACHE Model

67

DENOMINATION DENOMINATIONAZ9-T-C 2,4-F 3,0-A 3,7 AZ9-T-C 2,9-F 3,0-A 4,3


DENOMINATION DENOMINATIONAZ1-E-C 2,4-F 3,0-A 3,7 AZ1-E-C 2,9-F 4,0-A 4,3

LOAD CASE CS v h l V H L LOAD CASE CS v h l V H LWind 1,5 240 255 0 650 392 0 Wind 1,5 240 208 0 650 320 0Ice 1,5 710 297 0 1265 456 0 Ice 1,5 710 231 0 1265 355 0End line 1,5 568 0 237 1012 0 365 End line 1,5 568 0 184 1012 0 284Unbalanced 1,2 710 0 297 1265 0 456 Unbalanced 1,2 710 0 231 1265 0 355Conductor break 1,2 710 0 0 885 0 2300 Conductor break 1,2 710 0 0 885 0 2000Earth wire break 1,2 500 0 2000 1265 0 0 Earth wire break 1,2 500 0 2000 1265 0 0DENOMINATION DENOMINATIONAZ2-E-C 2,4-F 3,0-A 3,7 AZ2-E-C 2,9-F 4,0-A 4,3





CT PHASE

FORCES PER PHASE (daN)CT PHASECT PHASE



FORCES PER PHASE (daN)CT

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90

AZABACHE Model

68


o Wind on the tower (1ª load case – wind) o Own mass of the tower (every load case)

6.6. FOUNDATIONS

The foundations in these towers have separated legs and circular sections

The loads for every anchoring and for every HL height are mentioned in kilos in the following table :

HL (m) 9,45 11,70 13,95 16,20 18,45 20,70 23,00 27,50Uplift 11548 12403 13127 13766 14333 14858 15335 16237Compression 14526 15389 16100 16710 17358 18053 18774 20128Uplift 11544 12397 13121 13758 14324 14849 15325 16226Compression 14408 15279 15996 16654 17379 18074 18794 20147Uplift 11045 11706 12275 12785 13244 13678 14076 14850Compression 13873 14525 15071 15730 16349 16954 17595 18821Uplift 11028 11689 12258 12768 13227 13661 14058 14833Compression 13748 14410 15084 15743 16362 16966 17607 18834

Uplift 22369 23800 24992 26027 26924 27732 28455 29766Compression 26006 27479 28681 29695 30558 31319 32070 33873Uplift 22426 23843 25025 26051 26941 27743 28461 29763Compression 25943 27411 28608 29619 30479 31237 32105 33899Uplift 21194 22255 23150 23940 24633 25268 25839 26907Compression 25119 26211 27107 27870 28522 29105 29656 31094Uplift 21239 22291 23178 23962 24650 25280 25847 26909Compression 25034 26125 27020 27782 28434 29016 29572 31126



AZ1-T-C 2,4-F 3,0-A 3,7

DENOMINATIONLOADS OVER THE FOUNDATIONS (kg)

AZ1-T-C 2,4-F 2,0-A 3,7

AZ1-T-C 2,9-F 2,0-A 4,3

AZ2-T-C 2,4-F 2,0-A 3,7

AZ2-T-C 2,4-F 3,0-A 3,7

AZ1-T-C 2,9-F 3,0-A 4,3

AZ4-T-C 2,9-F 2,0-A 4,3

AZ4-T-C 2,4-F 2,0-A 3,7

AZ2-T-C 2,9-F 2,0-A 4,3

AZ2-T-C 2,9-F 3,0-A 4,3

AZ4-T-C 2,4-F 3,0-A 3,7

AZ4-T-C 2,9-F 3,0-A 4,3

AZ5-T-C 2,4-F 2,0-A 3,7

AZ5-T-C 2,9-F 2,0-A 4,3

AZ5-T-C 2,4-F 3,0-A 3,7

AZ5-T-C 2,9-F 3,0-A 4,3

AZABACHE Model

69

HL (m) 9,45 11,70 13,95 16,20 18,45 20,70 23,00 27,50Uplift 67347 71114 74205 76820 79031 80956 82672 85570Compression 70451 74526 77886 80779 83279 85558 87634 91264Uplift 67630 71333 74374 76948 79124 81020 82710 85567Compression 70780 74792 78102 80953 83418 85667 87718 91307Uplift 62929 65576 67768 69642 71234 72633 73890 76054Compression 66232 69188 71648 73800 75681 77434 79051 81947Uplift 63162 65759 67910 69751 71316 72692 73927 76059Compression 66501 69407 71827 73946 75800 77529 79126 81989Uplift 10496 11158 11727 12237 12696 13130 13528 14302Compression 16030 16642 17149 17591 17975 18321 18667 19841Uplift 20438 21551 22488 23312 24034 24693 25285 26387Compression 27024 28132 29042 29815 30476 31066 31624 32554Uplift 32376 34011 35364 36535 37540 38451 39282 40728Compression 37317 38902 40267 41657 42888 44034 45124 47145Uplift 46969 49251 51124 52734 54094 55318 56420 58329Compression 53373 55682 57577 59169 60530 61711 62758 65223Uplift 61192 64100 66501 68546 70282 71804 73167 75501Compression 66065 69281 71951 74274 76300 78174 79899 82965Uplift 9711 10197 10623 11017 11379 11730 12055 12714Compression 14216 14613 15145 15687 16209 16731 17299 18410Uplift 18462 19237 19903 20503 21039 21539 21993 22874Compression 23102 23792 24521 25281 25994 26689 27413 28786Uplift 28006 29078 29978 30775 31469 32115 32715 33791Compression 34241 35309 36189 36949 37597 38177 38786 40438Uplift 44093 45678 46990 48139 49114 50010 50826 52278Compression 49082 50774 52344 53742 55013 56185 57302 59364Uplift 62302 64463 66264 67817 69141 70312 71369 73214Compression 67341 69811 71881 73711 75324 76848 78266 80844

AZ2-E-C 2,9-F 4,0-A 4,3

AZ4-E-C 2,9-F 4,0-A 4,3

AZ9-E-C 2,9-F 4,0-A 4,3

AZ9-T-C 2,4-F 3,0-A 3,7

AZ9-T-C 2,9-F 3,0-A 4,3

AZ1-E-C 2,4-F 3,0-A 3,7

AZ2-E-C 2,4-F 3,0-A 3,7

AZ5-E-C 2,9-F 4,0-A 4,3

AZ4-E-C 2,4-F 3,0-A 3,7

AZ5-E-C 2,4-F 3,0-A 3,7

AZ1-E-C 2,9-F 4,0-A 4,3

AZ9-T-C 2,4-F 2,0-A 3,7

AZ9-T-C 2,9-F 2,0-A 4,3

DENOMINATION

AZ9-E-C 2,4-F 3,0-A 3,7


The sizes (meters) of the foundations in these towers are the mentioned in the following table for every HL height, where: ∅DB: Width of the foundation bottom ∅DI: Bottom width of the foundation ∅DS: Top width of the foundation AP: Plint width K: Cellar height J: Height of the conical area H: Total height of the foundation HP: Plint height Vh: Concrete volume per leg Ve: Digging volume per leg

K

H

J

AP

HP

0.05

ØDB

ØDI

ØDS

AZABACHE Model

70

HEIGHT (m)HL ØDB ØDI ØDS AP K J H HP Vh Ve9,45 1,30 0,90 0,90 0,80 0,10 0,30 1,70 0,25 1,374 1,24811,70 1,30 0,90 0,90 0,80 0,10 0,30 1,70 0,25 1,374 1,24813,95 1,30 0,90 0,90 0,80 0,10 0,30 1,70 0,25 1,374 1,24816,20 1,30 0,90 0,90 0,80 0,10 0,30 1,80 0,25 1,437 1,31218,45 1,30 0,90 0,90 0,80 0,10 0,30 1,80 0,25 1,437 1,31220,70 1,30 0,90 0,90 0,80 0,10 0,30 1,90 0,25 1,501 1,37523,00 1,30 0,90 0,90 0,80 0,10 0,30 1,90 0,25 1,501 1,37527,50 1,60 1,20 1,20 0,80 0,10 0,30 1,95 0,25 2,545 2,419HL ØDB ØDI ØDS AP K J H HP Vh Ve

9,45 1,30 0,90 0,90 0,80 0,10 0,30 1,70 0,25 1,374 1,24811,70 1,30 0,90 0,90 0,80 0,10 0,30 1,70 0,25 1,374 1,24813,95 1,30 0,90 0,90 0,80 0,10 0,30 1,70 0,25 1,374 1,24816,20 1,30 0,90 0,90 0,80 0,10 0,30 1,80 0,25 1,437 1,31218,45 1,30 0,90 0,90 0,80 0,10 0,30 1,80 0,25 1,437 1,31220,70 1,30 0,90 0,90 0,80 0,10 0,30 1,90 0,25 1,501 1,37523,00 1,30 0,90 0,90 0,80 0,10 0,30 1,90 0,25 1,501 1,37527,50 1,60 1,20 1,20 0,80 0,10 0,30 1,95 0,25 2,545 2,419

HL ØDB ØDI ØDS AP K J H HP Vh Ve

9,45 1,30 0,90 0,90 0,80 0,10 0,30 1,70 0,25 1,374 1,24811,70 1,30 0,90 0,90 0,80 0,10 0,30 1,70 0,25 1,374 1,24813,95 1,30 0,90 0,90 0,80 0,10 0,30 1,70 0,25 1,374 1,24816,20 1,30 0,90 0,90 0,80 0,10 0,30 1,80 0,25 1,437 1,31218,45 1,30 0,90 0,90 0,80 0,10 0,30 1,80 0,25 1,437 1,31220,70 1,30 0,90 0,90 0,80 0,10 0,30 1,90 0,25 1,501 1,37523,00 1,30 0,90 0,90 0,80 0,10 0,30 1,90 0,25 1,501 1,37527,50 1,45 1,05 1,05 0,80 0,10 0,30 1,95 0,25 2,004 1,879


9,45 1,30 0,90 0,90 0,80 0,10 0,30 1,70 0,25 1,374 1,24811,70 1,30 0,90 0,90 0,80 0,10 0,30 1,70 0,25 1,374 1,24813,95 1,30 0,90 0,90 0,80 0,10 0,30 1,70 0,25 1,374 1,24816,20 1,30 0,90 0,90 0,80 0,10 0,30 1,80 0,25 1,437 1,31218,45 1,30 0,90 0,90 0,80 0,10 0,30 1,80 0,25 1,437 1,31220,70 1,30 0,90 0,90 0,80 0,10 0,30 1,90 0,25 1,501 1,37523,00 1,30 0,90 0,90 0,80 0,10 0,30 1,90 0,25 1,501 1,37527,50 1,45 1,05 1,05 0,80 0,10 0,30 1,95 0,25 2,004 1,879


9,45 1,40 1,00 1,00 0,80 0,10 0,30 2,25 0,25 2,075 1,94911,70 1,40 1,00 1,00 0,80 0,10 0,30 2,25 0,25 2,075 1,94913,95 1,40 1,00 1,00 0,80 0,10 0,30 2,25 0,25 2,075 1,94916,20 1,40 1,00 1,00 0,80 0,10 0,30 2,35 0,25 2,154 2,02818,45 1,40 1,00 1,00 0,80 0,10 0,30 2,35 0,25 2,154 2,02820,70 1,40 1,00 1,00 0,80 0,10 0,30 2,45 0,25 2,232 2,10623,00 1,40 1,00 1,00 0,80 0,10 0,30 2,45 0,25 2,232 2,10627,50 1,70 1,30 1,30 0,80 0,10 0,30 2,55 0,25 3,740 3,614

AZ1-T-C 2,9-F 2,0-A 4,3

AZ1-T-C 2,4-F 3,0-A 3,7

AZ1-T-C 2,9-F 3,0-A 4,3

AZ2-T-C 2,4-F 2,0-A 3,7

VOLUME (m³)

AZ1-T-C 2,4-F 2,0-A 3,7


AZABACHE Model

71

HEIGHT (m)HL ØDB ØDI ØDS AP K J H HP Vh Ve

9,45 1,40 1,00 1,00 0,80 0,10 0,30 2,25 0,25 2,075 1,94911,70 1,40 1,00 1,00 0,80 0,10 0,30 2,25 0,25 2,075 1,94913,95 1,40 1,00 1,00 0,80 0,10 0,30 2,25 0,25 2,075 1,94916,20 1,40 1,00 1,00 0,80 0,10 0,30 2,35 0,25 2,154 2,02818,45 1,40 1,00 1,00 0,80 0,10 0,30 2,35 0,25 2,154 2,02820,70 1,40 1,00 1,00 0,80 0,10 0,30 2,45 0,25 2,232 2,10623,00 1,40 1,00 1,00 0,80 0,10 0,30 2,45 0,25 2,232 2,10627,50 1,70 1,30 1,30 0,80 0,10 0,30 2,55 0,25 3,740 3,614


9,45 1,40 1,00 1,00 0,80 0,10 0,30 2,25 0,25 2,075 1,94911,70 1,40 1,00 1,00 0,80 0,10 0,30 2,25 0,25 2,075 1,94913,95 1,40 1,00 1,00 0,80 0,10 0,30 2,25 0,25 2,075 1,94916,20 1,40 1,00 1,00 0,80 0,10 0,30 2,35 0,25 2,154 2,02818,45 1,40 1,00 1,00 0,80 0,10 0,30 2,35 0,25 2,154 2,02820,70 1,40 1,00 1,00 0,80 0,10 0,30 2,45 0,25 2,232 2,10623,00 1,40 1,00 1,00 0,80 0,10 0,30 2,45 0,25 2,232 2,10627,50 1,55 1,15 1,15 0,80 0,10 0,30 2,55 0,25 2,980 2,854


9,45 1,40 1,00 1,00 0,80 0,10 0,30 2,25 0,25 2,075 1,94911,70 1,40 1,00 1,00 0,80 0,10 0,30 2,25 0,25 2,075 1,94913,95 1,40 1,00 1,00 0,80 0,10 0,30 2,25 0,25 2,075 1,94916,20 1,40 1,00 1,00 0,80 0,10 0,30 2,35 0,25 2,154 2,02818,45 1,40 1,00 1,00 0,80 0,10 0,30 2,35 0,25 2,154 2,02820,70 1,40 1,00 1,00 0,80 0,10 0,30 2,45 0,25 2,232 2,10623,00 1,40 1,00 1,00 0,80 0,10 0,30 2,45 0,25 2,232 2,10627,50 1,55 1,15 1,15 0,80 0,10 0,30 2,55 0,25 2,980 2,854


9,45 1,60 1,10 1,10 0,80 0,10 0,40 2,60 0,25 2,901 2,77611,70 1,60 1,10 1,10 0,80 0,10 0,40 2,60 0,25 2,901 2,77613,95 1,60 1,10 1,10 0,80 0,10 0,40 2,60 0,25 2,901 2,77616,20 1,60 1,10 1,10 0,80 0,10 0,40 2,70 0,25 2,997 2,87118,45 1,60 1,10 1,10 0,80 0,10 0,40 2,70 0,25 2,997 2,87120,70 1,60 1,10 1,10 0,80 0,10 0,40 2,74 0,25 3,035 2,90923,00 1,60 1,10 1,10 0,80 0,10 0,40 2,74 0,25 3,035 2,90927,50 2,10 1,60 1,60 0,80 0,10 0,40 2,75 0,25 6,078 5,952


9,45 1,60 1,10 1,10 0,80 0,10 0,40 2,60 0,25 2,901 2,77611,70 1,60 1,10 1,10 0,80 0,10 0,40 2,60 0,25 2,901 2,77613,95 1,60 1,10 1,10 0,80 0,10 0,40 2,60 0,25 2,901 2,77616,20 1,60 1,10 1,10 0,80 0,10 0,40 2,70 0,25 2,997 2,87118,45 1,60 1,10 1,10 0,80 0,10 0,40 2,70 0,25 2,997 2,87120,70 1,60 1,10 1,10 0,80 0,10 0,40 2,74 0,25 3,035 2,90923,00 1,60 1,10 1,10 0,80 0,10 0,40 2,74 0,25 3,035 2,90927,50 2,10 1,60 1,60 0,80 0,10 0,40 2,75 0,25 6,078 5,952

DENOMINATION DIMENSIONS (m) VOLUME (m³)

AZ2-T-C 2,9-F 2,0-A 4,3

AZ2-T-C 2,4-F 3,0-A 3,7

AZ2-T-C 2,9-F 3,0-A 4,3

AZ4-T-C 2,4-F 2,0-A 3,7

AZ4-T-C 2,9-F 2,0-A 4,3

AZABACHE Model

72


9,45 1,60 1,10 1,10 0,80 0,10 0,40 2,60 0,25 2,901 2,77611,70 1,60 1,10 1,10 0,80 0,10 0,40 2,60 0,25 2,901 2,77613,95 1,60 1,10 1,10 0,80 0,10 0,40 2,60 0,25 2,901 2,77616,20 1,60 1,10 1,10 0,80 0,10 0,40 2,70 0,25 2,997 2,87118,45 1,60 1,10 1,10 0,80 0,10 0,40 2,70 0,25 2,997 2,87120,70 1,60 1,10 1,10 0,80 0,10 0,40 2,74 0,25 3,035 2,90923,00 1,60 1,10 1,10 0,80 0,10 0,40 2,74 0,25 3,035 2,90927,50 2,10 1,60 1,60 0,80 0,10 0,40 2,75 0,25 6,078 5,952


9,45 1,60 1,10 1,10 0,80 0,10 0,40 2,60 0,25 2,901 2,77611,70 1,60 1,10 1,10 0,80 0,10 0,40 2,60 0,25 2,901 2,77613,95 1,60 1,10 1,10 0,80 0,10 0,40 2,60 0,25 2,901 2,77616,20 1,60 1,10 1,10 0,80 0,10 0,40 2,70 0,25 2,997 2,87118,45 1,60 1,10 1,10 0,80 0,10 0,40 2,70 0,25 2,997 2,87120,70 1,60 1,10 1,10 0,80 0,10 0,40 2,74 0,25 3,035 2,90923,00 1,60 1,10 1,10 0,80 0,10 0,40 2,74 0,25 3,035 2,90927,50 2,10 1,60 1,60 0,80 0,10 0,40 2,75 0,25 6,078 5,952


9,45 1,90 1,30 1,30 0,80 0,10 0,50 3,00 0,25 4,612 4,48611,70 1,90 1,30 1,30 0,80 0,10 0,50 3,00 0,25 4,612 4,48613,95 1,90 1,30 1,30 0,80 0,10 0,50 3,00 0,25 4,612 4,48616,20 1,90 1,30 1,30 0,80 0,10 0,50 3,10 0,25 4,745 4,61918,45 1,90 1,30 1,30 0,80 0,10 0,50 3,10 0,25 4,745 4,61920,70 1,90 1,30 1,30 0,80 0,10 0,50 3,15 0,25 4,811 4,68523,00 1,90 1,30 1,30 0,80 0,10 0,50 3,15 0,25 4,811 4,68527,50 2,65 2,05 2,05 0,80 0,10 0,50 3,20 0,25 11,439 11,314


9,45 1,90 1,30 1,30 0,80 0,10 0,50 3,00 0,25 4,612 4,48611,70 1,90 1,30 1,30 0,80 0,10 0,50 3,00 0,25 4,612 4,48613,95 1,90 1,30 1,30 0,80 0,10 0,50 3,00 0,25 4,612 4,48616,20 1,90 1,30 1,30 0,80 0,10 0,50 3,10 0,25 4,745 4,61918,45 1,90 1,30 1,30 0,80 0,10 0,50 3,10 0,25 4,745 4,61920,70 1,90 1,30 1,30 0,80 0,10 0,50 3,15 0,25 4,811 4,68523,00 1,90 1,30 1,30 0,80 0,10 0,50 3,15 0,25 4,811 4,68527,50 2,65 2,05 2,05 0,80 0,10 0,50 3,20 0,25 11,439 11,314


9,45 1,90 1,30 1,30 0,80 0,10 0,50 3,00 0,25 4,612 4,48611,70 1,90 1,30 1,30 0,80 0,10 0,50 3,00 0,25 4,612 4,48613,95 1,90 1,30 1,30 0,80 0,10 0,50 3,00 0,25 4,612 4,48616,20 1,90 1,30 1,30 0,80 0,10 0,50 3,10 0,25 4,745 4,61918,45 1,90 1,30 1,30 0,80 0,10 0,50 3,10 0,25 4,745 4,61920,70 1,90 1,30 1,30 0,80 0,10 0,50 3,15 0,25 4,811 4,68523,00 1,90 1,30 1,30 0,80 0,10 0,50 3,15 0,25 4,811 4,68527,50 2,40 1,80 1,80 0,80 0,10 0,50 3,20 0,25 8,938 8,812

AZ4-T-C 2,4-F 3,0-A 3,7

AZ4-T-C 2,9-F 3,0-A 4,3

AZ5-T-C 2,4-F 2,0-A 3,7


AZ5-T-C 2,9-F 2,0-A 4,3

AZ5-T-C 2,4-F 3,0-A 3,7

AZABACHE Model

73

HEIGHT (m)


9,45 1,90 1,30 1,30 0,80 0,10 0,50 3,00 0,25 4,612 4,48611,70 1,90 1,30 1,30 0,80 0,10 0,50 3,00 0,25 4,612 4,48613,95 1,90 1,30 1,30 0,80 0,10 0,50 3,00 0,25 4,612 4,48616,20 1,90 1,30 1,30 0,80 0,10 0,50 3,10 0,25 4,745 4,61918,45 1,90 1,30 1,30 0,80 0,10 0,50 3,10 0,25 4,745 4,61920,70 1,90 1,30 1,30 0,80 0,10 0,50 3,15 0,25 4,811 4,68523,00 1,90 1,30 1,30 0,80 0,10 0,50 3,15 0,25 4,811 4,68527,50 2,40 1,80 1,80 0,80 0,10 0,50 3,20 0,25 8,938 8,812


9,45 2,00 1,40 1,40 0,80 0,10 0,50 3,35 0,25 5,820 5,69411,70 2,00 1,40 1,40 0,80 0,10 0,50 3,35 0,25 5,820 5,69413,95 2,00 1,40 1,40 0,80 0,10 0,50 3,35 0,25 5,820 5,69416,20 2,00 1,40 1,40 0,80 0,10 0,50 3,40 0,25 5,897 5,77118,45 2,05 1,45 1,45 0,80 0,10 0,50 3,40 0,25 6,294 6,16820,70 2,15 1,55 1,55 0,80 0,10 0,60 3,40 0,25 7,210 7,08523,00 2,15 1,55 1,55 0,80 0,10 0,60 3,40 0,25 7,210 7,08527,50 3,05 2,45 2,45 0,80 0,10 0,60 3,45 0,25 17,399 17,273


9,45 2,00 1,40 1,40 0,80 0,10 0,50 3,35 0,25 5,820 5,69411,70 2,00 1,40 1,40 0,80 0,10 0,50 3,35 0,25 5,820 5,69413,95 2,00 1,40 1,40 0,80 0,10 0,50 3,35 0,25 5,820 5,69416,20 2,00 1,40 1,40 0,80 0,10 0,50 3,40 0,25 5,897 5,77118,45 2,05 1,45 1,45 0,80 0,10 0,50 3,40 0,25 6,294 6,16820,70 2,15 1,55 1,55 0,80 0,10 0,60 3,40 0,25 7,210 7,08523,00 2,15 1,55 1,55 0,80 0,10 0,60 3,40 0,25 7,210 7,08527,50 3,05 2,45 2,45 0,80 0,10 0,60 3,45 0,25 17,399 17,273


9,45 2,00 1,40 1,40 0,80 0,10 0,50 3,35 0,25 5,820 5,69411,70 2,00 1,40 1,40 0,80 0,10 0,50 3,35 0,25 5,820 5,69413,95 2,00 1,40 1,40 0,80 0,10 0,50 3,35 0,25 5,820 5,69416,20 2,00 1,40 1,40 0,80 0,10 0,50 3,40 0,25 5,897 5,77118,45 2,00 1,40 1,40 0,80 0,10 0,50 3,40 0,25 5,897 5,77120,70 2,00 1,40 1,40 0,80 0,10 0,60 3,40 0,25 5,972 5,84623,00 2,00 1,40 1,40 0,80 0,10 0,60 3,40 0,25 5,972 5,84627,50 2,75 2,15 2,15 0,80 0,10 0,60 3,45 0,25 13,546 13,421


9,45 2,00 1,40 1,40 0,80 0,10 0,50 3,35 0,25 5,820 5,69411,70 2,00 1,40 1,40 0,80 0,10 0,50 3,35 0,25 5,820 5,69413,95 2,00 1,40 1,40 0,80 0,10 0,50 3,35 0,25 5,820 5,69416,20 2,00 1,40 1,40 0,80 0,10 0,50 3,40 0,25 5,897 5,77118,45 2,00 1,40 1,40 0,80 0,10 0,50 3,40 0,25 5,897 5,77120,70 2,00 1,40 1,40 0,80 0,10 0,60 3,40 0,25 5,972 5,84623,00 2,00 1,40 1,40 0,80 0,10 0,60 3,40 0,25 5,972 5,84627,50 2,75 2,15 2,15 0,80 0,10 0,60 3,45 0,25 13,546 13,421

AZ9-T-C 2,9-F 3,0-A 4,3

AZ5-T-C 2,9-F 3,0-A 4,3

AZ9-T-C 2,4-F 2,0-A 3,7

AZ9-T-C 2,9-F 2,0-A 4,3

AZ9-T-C 2,4-F 3,0-A 3,7


AZABACHE Model

74 Modelo AZABACHE

HEIGHT(m)HL ØDB ØDI ØDS AP K J H HP Vh Ve

9,45 1,30 0,90 0,90 0,80 0,10 0,30 1,70 0,25 1,374 1,24811,70 1,30 0,90 0,90 0,80 0,10 0,30 1,70 0,25 1,374 1,24813,95 1,30 0,90 0,90 0,80 0,10 0,30 1,70 0,25 1,374 1,24816,20 1,30 0,90 0,90 0,80 0,10 0,30 1,80 0,25 1,437 1,31218,45 1,30 0,90 0,90 0,80 0,10 0,30 1,80 0,25 1,437 1,31220,70 1,30 0,90 0,90 0,80 0,10 0,30 1,90 0,25 1,501 1,37523,00 1,30 0,90 0,90 0,80 0,10 0,30 1,90 0,25 1,501 1,37527,50 1,45 1,05 1,05 0,80 0,10 0,30 1,95 0,25 2,004 1,879


9,45 1,40 1,00 1,00 0,80 0,10 0,30 2,25 0,25 2,075 1,94911,70 1,40 1,00 1,00 0,80 0,10 0,30 2,25 0,25 2,075 1,94913,95 1,40 1,00 1,00 0,80 0,10 0,30 2,25 0,25 2,075 1,94916,20 1,40 1,00 1,00 0,80 0,10 0,30 2,35 0,25 2,154 2,02818,45 1,40 1,00 1,00 0,80 0,10 0,30 2,35 0,25 2,154 2,02820,70 1,40 1,00 1,00 0,80 0,10 0,30 2,45 0,25 2,232 2,10623,00 1,40 1,00 1,00 0,80 0,10 0,30 2,45 0,25 2,232 2,10627,50 1,70 1,30 1,30 0,80 0,10 0,30 2,55 0,25 3,740 3,614


9,45 1,60 1,10 1,10 0,80 0,10 0,40 2,60 0,25 2,901 2,77611,70 1,60 1,10 1,10 0,80 0,10 0,40 2,60 0,25 2,901 2,77613,95 1,60 1,10 1,10 0,80 0,10 0,40 2,60 0,25 2,901 2,77616,20 1,60 1,10 1,10 0,80 0,10 0,40 2,70 0,25 2,997 2,87118,45 1,60 1,10 1,10 0,80 0,10 0,40 2,70 0,25 2,997 2,87120,70 1,60 1,10 1,10 0,80 0,10 0,40 2,74 0,25 3,035 2,90923,00 1,60 1,10 1,10 0,80 0,10 0,40 2,74 0,25 3,035 2,90927,50 2,10 1,60 1,60 0,80 0,10 0,40 2,75 0,25 6,078 5,952


9,45 1,90 1,30 1,30 0,80 0,10 0,50 3,00 0,25 4,612 4,48611,70 1,90 1,30 1,30 0,80 0,10 0,50 3,00 0,25 4,612 4,48613,95 1,90 1,30 1,30 0,80 0,10 0,50 3,00 0,25 4,612 4,48616,20 1,90 1,30 1,30 0,80 0,10 0,50 3,10 0,25 4,745 4,61918,45 1,90 1,30 1,30 0,80 0,10 0,50 3,10 0,25 4,745 4,61920,70 1,90 1,30 1,30 0,80 0,10 0,50 3,15 0,25 4,811 4,68523,00 1,90 1,30 1,30 0,80 0,10 0,50 3,15 0,25 4,811 4,68527,50 2,40 1,80 1,80 0,80 0,10 0,50 3,20 0,25 8,938 8,812


9,45 2,00 1,40 1,40 0,80 0,10 0,50 3,35 0,25 5,820 5,69411,70 2,00 1,40 1,40 0,80 0,10 0,50 3,35 0,25 5,820 5,69413,95 2,00 1,40 1,40 0,80 0,10 0,50 3,35 0,25 5,820 5,69416,20 2,00 1,40 1,40 0,80 0,10 0,50 3,40 0,25 5,897 5,77118,45 2,00 1,40 1,40 0,80 0,10 0,50 3,40 0,25 5,897 5,77120,70 2,00 1,40 1,40 0,80 0,10 0,60 3,40 0,25 5,972 5,84623,00 2,00 1,40 1,40 0,80 0,10 0,60 3,40 0,25 5,972 5,84627,50 2,75 2,15 2,15 0,80 0,10 0,60 3,45 0,25 13,546 13,421

DIMENSIONS (m) VOLUMES (m³)

AZ4-E-C 2,4-F 3,0-A 3,7

AZ5-E-C 2,4-F 3,0-A 3,7

AZ9-E-C 2,4-F 3,0-A 3,7

AZ1-E-C 2,4-F 3,0-A 3,7

DENOMINATION

AZ2-E-C 2,4-F 3,0-A 3,7

75


9,45 1,30 0,90 0,90 0,80 0,10 0,30 1,70 0,25 1,374 1,24811,70 1,30 0,90 0,90 0,80 0,10 0,30 1,70 0,25 1,374 1,24813,95 1,30 0,90 0,90 0,80 0,10 0,30 1,70 0,25 1,374 1,24816,20 1,30 0,90 0,90 0,80 0,10 0,30 1,80 0,25 1,437 1,31218,45 1,30 0,90 0,90 0,80 0,10 0,30 1,80 0,25 1,437 1,31220,70 1,30 0,90 0,90 0,80 0,10 0,30 1,90 0,25 1,501 1,37523,00 1,30 0,90 0,90 0,80 0,10 0,30 1,90 0,25 1,501 1,37527,50 1,30 0,90 0,90 0,80 0,10 0,30 1,95 0,25 1,533 1,407


9,45 1,40 1,00 1,00 0,80 0,10 0,30 2,25 0,25 2,075 1,94911,70 1,40 1,00 1,00 0,80 0,10 0,30 2,25 0,25 2,075 1,94913,95 1,40 1,00 1,00 0,80 0,10 0,30 2,25 0,25 2,075 1,94916,20 1,40 1,00 1,00 0,80 0,10 0,30 2,35 0,25 2,154 2,02818,45 1,40 1,00 1,00 0,80 0,10 0,30 2,35 0,25 2,154 2,02820,70 1,40 1,00 1,00 0,80 0,10 0,30 2,45 0,25 2,232 2,10623,00 1,40 1,00 1,00 0,80 0,10 0,30 2,45 0,25 2,232 2,10627,50 1,55 1,15 1,15 0,80 0,10 0,30 2,55 0,25 2,980 2,854


9,45 1,60 1,10 1,10 0,80 0,10 0,40 2,60 0,25 2,901 2,77611,70 1,60 1,10 1,10 0,80 0,10 0,40 2,60 0,25 2,901 2,77613,95 1,60 1,10 1,10 0,80 0,10 0,40 2,60 0,25 2,901 2,77616,20 1,60 1,10 1,10 0,80 0,10 0,40 2,70 0,25 2,997 2,87118,45 1,60 1,10 1,10 0,80 0,10 0,40 2,70 0,25 2,997 2,87120,70 1,60 1,10 1,10 0,80 0,10 0,40 2,74 0,25 3,035 2,90923,00 1,60 1,10 1,10 0,80 0,10 0,40 2,74 0,25 3,035 2,90927,50 1,90 1,40 1,40 0,80 0,10 0,40 2,75 0,25 4,735 4,609


9,45 1,90 1,30 1,30 0,80 0,10 0,50 3,00 0,25 4,612 4,48611,70 1,90 1,30 1,30 0,80 0,10 0,50 3,00 0,25 4,612 4,48613,95 1,90 1,30 1,30 0,80 0,10 0,50 3,00 0,25 4,612 4,48616,20 1,90 1,30 1,30 0,80 0,10 0,50 3,10 0,25 4,745 4,61918,45 1,90 1,30 1,30 0,80 0,10 0,50 3,10 0,25 4,745 4,61920,70 1,90 1,30 1,30 0,80 0,10 0,50 3,15 0,25 4,811 4,68523,00 1,90 1,30 1,30 0,80 0,10 0,50 3,15 0,25 4,811 4,68527,50 2,20 1,60 1,60 0,80 0,10 0,50 3,20 0,25 7,163 7,037


9,45 2,00 1,40 1,40 0,80 0,10 0,50 3,35 0,25 5,820 5,69411,70 2,00 1,40 1,40 0,80 0,10 0,50 3,35 0,25 5,820 5,69413,95 2,00 1,40 1,40 0,80 0,10 0,50 3,35 0,25 5,820 5,69416,20 2,00 1,40 1,40 0,80 0,10 0,50 3,40 0,25 5,897 5,77118,45 2,00 1,40 1,40 0,80 0,10 0,50 3,40 0,25 5,897 5,77120,70 2,00 1,40 1,40 0,80 0,10 0,60 3,40 0,25 5,972 5,84623,00 2,00 1,40 1,40 0,80 0,10 0,60 3,40 0,25 5,972 5,84627,50 2,75 2,15 2,15 0,80 0,10 0,60 3,45 0,25 13,546 13,421


AZ9-E-C 2,9-F 4,0-A 4,3

AZ1-E-C 2,9-F 4,0-A 4,3

AZ2-E-C 2,9-F 4,0-A 4,3

AZ4-E-C 2,9-F 4,0-A 4,3

AZ5-E-C 2,9-F 4,0-A 4,3

AZABACHE Model

JIMÉNEZ


Serie GEMAS

Overhead Ground and Simple Circuit options

7. ModelDIAMANTE

79 DIAMANTE Model

7.1. OBJECT

This document has been prepared for being a handbook for users of Lattice Metallic Towers, for electric lines until 220 kV.

AC

C C

C2 C2

C C

36

33

30

27

24

18

21

15

FRE

E H

EIG

HT

T1

T2

T3

T4

T5

T6

B15

B21

B27

B33

FF

A

HE

AD

TOWER GEOMETRY

80


DIAMANTE Model

81


The distances HL are calculated combining the sections of the basis, between the bottom crossarm and the land level.


HL 15 18 21 24 27 30 33 36 B 3,88 4,35 4,83 5,30 5,78 6,25 6,73 7,20

DM1E C3,0/F3,3 A4,3 2864 3219 3664 4029 4394 4759 5124 5489DM2E C3,0/F3,3 A4,3 3009 3514 4004 4419 5049 5454 6339 6854DM4E C3,0/F3,3 A4,3 3409 3864 4404 4864 5584 6109 6959 8274DM5E C3,0/F3,3 A4,3 4469 5114 5734 6324 7389 7939 8864 9554DM6E C3,0/F3,3 A4,3 5429 6114 6899 7689 8779 9529 10579 11359DM9E C3,0/F3,3 A4,3 7099 7949 8939 9824 10759 11534 12834 13709



weight

DENOMINATIONHEIGHTS (m), WIDES (m) AND WEIGHTS (kg)

weight

weight

7.4. OVERALL FORCES

The total useful loads on the tower are included in the following table, where: EU Useful transversal resistant load of the tower, simultaneous with

the legal wind overload on the tower. EL Admissible longitudinal resistant load of the tower. ET Admissible longitudinal resistant load of torsion, applied on the

crossarm end. Et Admissible longitudinal resistant load of torsion, applied on the

end of the earth wire.

CS Safety factor of the tower for the required loads.

Coinciding with the previous ones, the loads will be considered due to: o Wind on the tower (1ªoad case – wind) o Own mass of the tower (every load case)

DIAMANTE Model

82

F V L V T V t vDM1E C3,0/F3,3 A4,3 3502 7238 3884 12064 3016 1810 2413 603DM2E C3,0/F3,3 A4,3 5334 6962 5914 11603 2901 1740 2321 580DM4E C3,0/F3,3 A4,3 7695 11246 8637 20125 2960 1776 3256 725DM5E C3,0/F3,3 A4,3 12188 10343 12954 18509 4900 2133 2994 667DM6E C3,0/F3,3 A4,3 19309 10790 19645 19309 5111 2225 3124 695DM9E C3,0/F3,3 A4,3 28996 10595 29554 18959 6134 2185 3067 683



CS=1,20 CS=1,20

Earth wire break

EtDENOMINATION Main force Secondary

forceConductor

breakEU EL ET


CS=1,50 CS=1,50


The loads per phase are calculated from the total loads, in a way the earth wire load are 60% of the applied on crossarms, except in the case of breaking limits, mentioned in the following tables.

The useful loads per phase are included in the following tables, where:



DM 1 E C 3,0/F 3,3 A 4,3 CS DM 1 E C 4,1/F 4,4 A 5,9 CS LOAD CASE v h l V H L LOAD CASE v h l V H L Wind 1,5 658 318 0 1097 531 0 Wind 1,5 577 279 0 962 466 0 Ice 1,5 1097 0 0 1828 0 0 Ice 1,5 962 0 0 1604 0 0 End line 1,5 1097 0 353 1828 0 588 End line 1,5 962 0 310 1604 0 516 Conductor break 1,2 1097 0 0 1810 0 3016 Conductor break 1,2 962 0 0 1588 0 2646 Earth wire break 1,2 603 0 2413 1828 0 0 Earth wire break 1,2 529 0 2117 1604 0 0

PHASE

Susp

ensi

on t

ower

Susp

ensi

on t

ower

FORCES PER PHASE (daN) CT

FORCES PER PHASE (daN) CT PHASE

DIAMANTE Model

83

DENOMINATION DENOMINATION DM 2 E C 3,0/F 3,3 A 4,3 CS DM 2 E C 4,1/F 4,4 A 5,9 CS LOAD CASE v h l V H L LOAD CASE v h l V H L Wind 1,5 633 485 0 1055 808 0 Wind 1,5 577 442 0 962 737 0 Ice 1,5 1055 0 0 1758 0 0 Ice 1,5 962 0 0 1604 0 0 End line 1,5 1055 0 538 1758 0 896 End line 1,5 962 0 490 1604 0 817 Conductor break 1,2 1055 0 0 1740 0 2901 Conductor break 1,2 962 0 0 1588 0 2646 Earth wire break 1,2 580 0 2321 1758 0 0 Earth wire break 1,2 529 0 2117 1604 0 0





DENOMINATION DENOMINATION DM 1 E C 4,1/F 5,5 A 5,9 CS DM 5 E C 4,1/F 5,5 A 5,9 CS LOAD CASE v h l V H L LOAD CASE V h l V H L Wind 1,5 535 259 0 891 431 0 Wind 1,5 846 997 0 1411 1662 0 Ice 1,5 891 0 0 1485 0 0 Ice 1,5 1515 0 0 2524 0 0 End line 1,5 891 0 287 1485 0 478 End line 1,5 1515 0 1060 2524 0 1767 Conductor break 1,2 891 0 0 1470 0 2450 Conductor break 1,2 1515 0 0 1920 0 4410 Earth wire break 1,2 490 0 1960 1485 0 0 Earth wire break 1,2 600 0 2695 2524 0 0

Susp

ensi

on to

wer

and

ext

ra

safe

ty

CT PHASE

CT

CT PHASE

PHASE

CT PHASE

CT PHASE


CT PHASE




CT PHASE

CT PHASE FORCES PER PHASE (daN)


Tens

ion

tow

er a

nd m

ediu

m

angl

esTe

nsio

n to

wer

and

stro

ng

angl

esEn

d lin

e

CT PHASE

CT PHASE



FORCES PER PHASE (daN)Te

nsio

n to

wer

and

med

ium

an

gles

Susp

ensi

on to

wer




End

line

Susp

ensi

on to

wer

and

ext

ra

safe

tyTe

nsio

n to

wer

and

smal

l an

gles

Tens

ion

tow

er a

nd sm

all

angl

esTe

nsio

n to

wer

and

med

ium

an

gles

Tens

ion

tow

er a

nd st

rong

an

gles

DIAMANTE Model

84

DENOMINATION DENOMINATION DM 2 E C 4,1/F 5,5 A 5,9 CS DM 6 E C 4,1/ F5,5 A 5,9 CS LOAD CASE v h l V H L LOAD CASE v h l V H L Wind 1,5 535 410 0 891 683 0 Wind 1,5 846 1515 0 1411 2524 0 Ice 1,5 891 0 0 1485 0 0 Ice 1,5 1515 0 0 2524 0 0 End line 1,5 891 0 454 1485 0 757 End line 1,5 1515 0 1541 2524 0 2568 Conductor break 1,2 891 0 0 1470 0 2450 Conductor break 1,2 1515 0 0 1920 0 4410 Earth wire break 1,2 490 0 1960 1485 0 0 Earth wire break 1,2 600 0 2695 2524 0 0


CT PHASE

CT PHASE





Susp

ensi

on to

wer

and

ext

ra

safe

tyTe

nsio

n to

wer

and

smal

l an

gles

Tens

ion

tow

er a

nd st

rong

an

gles

End

line


o Wind on the tower (1ª Hypothesis – wind) o Own mass of the tower (every hypothesis)

7.6. FOUNDATIONS



HL (m) 15 18 21 24 27 30 33 36 Uplift 13274 14110 14903 15660 16374 17091 17755 18437 Compression 20514 21745 22863 23879 24966 25952 27052 28060 Uplift 20259 21318 22281 23165 23991 24801 25543 26301 Compression 27485 28783 30083 31261 32483 33587 34787 35894 Uplift 27550 28893 30090 31191 32209 33196 34093 34999 Compression 41076 42377 43352 44188 44963 45752 47141 48408 Uplift 45003 46945 48579 50059 51387 52638 53755 54854 Compression 56781 58646 60042 61575 63365 64977 66619 68110 Uplift 71506 74374 76660 78715 80544 82235 83728 85113 Compression 82407 85969 88717 91163 93498 95593 97653 99554 Uplift 107918 111934 115076 117837 120257 122443 124345 126143 Compression 119770 124343 128085 131368 134434 137202 139834 142229

DENOMINATION OVERALL LOAD FOUNDATIONS (kg)

DM1E C3,0/F3,3 A4,3

DM2E C3,0/F3,3 A4,3

DM4E C3,0/F3,3 A4,3

DM5E C3,0/F3,3 A4,3

DM6E C3,0/F3,3 A4,3

DM9E C3,0/F3,3 A4,3

DIAMANTE Model

85

HL (m) 15 18 21 24 27 30 33 36 Uplift 13596 14281 14951 15609 16240 16886 17490 18119 Compression 20421 21500 22497 23412 24416 25332 26371 27326 Uplift 20808 21657 22453 23200 23911 24625 25283 25969 Compression 27669 28918 30051 31091 32199 33206 34323 35358 Uplift 26814 27826 28763 29650 30489 31322 32089 32882 Compression 37870 38812 39505 40580 41850 43013 44272 45425 Uplift 46387 47890 49182 50376 51468 52517 53463 54411 Compression 57010 58534 60239 61780 63335 64746 66215 67556 Uplift 69085 71166 72847 74390 75796 77124 78311 79427 Compression 79357 82133 84275 86209 88120 89853 91607 93239 Uplift 104549 107390 109640 111651 113449 115102 116555 117954 Compression 115651 119357 122206 124738 127183 129417 131600 133596 Uplift 14173 14752 15337 15924 16497 17093 17655 18248 Compression 20733 21706 22617 23462 24408 25274 26270 27189 Uplift 21238 21925 22592 23233 23856 24494 25088 25718 Compression 27851 28938 29941 30875 31894 32826 33879 34857 Uplift 27959 28764 29537 30290 31016 31754 32439 33160 Compression 37973 38767 39898 40988 42146 43213 44390 45472 Uplift 47793 48946 49963 50929 51831 52720 53528 54356 Compression 57658 59377 60808 62121 63486 64736 66068 67289 Uplift 72046 73633 74926 76142 77278 78376 79368 80313 Compression 82239 84520 86275 87881 89523 91025 92584 94045 Uplift 109766 111868 113549 115080 116486 117801 118969 120115 Compression 120955 123922 126203 128255 130307 132203 134102 135845

DENOMINATION OVERALL LOADS FOUNDATIONS (kg)

DM6E C4,1/F4,4 A5,9

DM9E C4,1/F4,4 A5,9

DM1E C4,1/F4,4 A5,9

DM2E C4,1/F4,4 A5,9

DM4E C4,1/F4,4 A5,9

DM5E C4,1/F4,4 A5,9

DM1E C4,1/F5,5 A5,9

DM9E C4,1/F5,5 A5,9

DM2E C4,1/F5,5 A5,9

DM4E C4,1/F5,5 A5,9

DM5E C4,1/F5,5 A5,9

DM6E C4,1/F5,5 A5,9

DIAMANTE Model

86

The sizes of the foundations in these towers are the mentioned in the following table for every model:

VOL. (m³)

Inferior diameter

(m)

Top diameter

(m)

Depth(m)

Height truncated cone (m)

Concrete volume

(m³)DM1E 1,25 0,80 2,05 0,45 1,180DM2E 1,40 0,85 2,35 0,50 1,560DM4E 1,60 0,95 2,50 0,50 2,070DM5E 1,90 1,15 2,85 0,60 3,460DM6E 2,30 1,40 3,20 0,65 5,710DM9E 2,75 1,65 3,55 0,70 8,810

DIMENSIONS

DENOMINATION

DIAMANTE Model

JIMÉNEZ


Serie GEMAS

8. ModelTURQUESA


89 TURQUESA Model

8.1. OBJECT This document has been carried for being a handbook for users of Lattice Metallic Towers, for electric lines up 220 kV.

T1

T2

HE

AD

BO

DY

C

C

C2

FF

A

B

AC

FRE

E H

EIG

HT

15.00

20.00

25.00

30.00

C

C

C2

FF

A

AC

TOWER GEOMETRY

90

8.2. ASSEMBLY DIMENSION

F

C C

F

CC

C2C2

A

AC

AC C C2 F ATQ9-E-C 5,6-F 5,5-A 7,7 2,00 5,60 6,10 5,50 7,65TQ9-E-C 4,7-F 5,5-A 6,5 2,00 4,70 5,60 5,50 6,50


8.3. HEIGHTS AND WEIGHTS The distances HL are got combining the sections of the basis, between the bottom crossarm and the land level.

Following, the distances are mentioned, the tower weight and base B width.

DENOMINATION

HEIGHT HL 15 20 25 30WIDTH B 5,00 6,00 7,00 8,00

TQ9-E-C 5,6-F 5,5-A 7,7 10471 12245 14087 16023TQ9-E-C 4,7-F 5,5-A 6,5 10057 11840 13691 15636

HEIGHT (m), WIDTH (m) WEIGHT (kg)

weight

TURQUESA Model

91

8.4. OVERALL FORCES

The total useful loads on the tower are included in the following table, where:

EU Useful transversal resistant load of the tower, simultaneous

with the legal wind overload on the tower. EL Admissible longitudinal resistant load of the tower. ET Admissible longitudinal resistant load of torsion, applied on

the crossarm end. Et Admissible longitudinal resistant load of torsion, applied on

the end of the earth wire. EF Horizontal load, caused by tower failure CS Safety factor of the tower for the required loads.

The loads will be considered applied to the height of central crossarm. Coinciding with the previous ones, the loads will be considered due to:

o Wind on the tower (1ª load case – wind) o Own mass of the tower (every load case)

Failure force

EFCS=1,00

F V L V T V t vTQ9-E-C 5,6-F 5,5-A 7,7 39300 10300 40100 19000 6000 2000 3750 700 56374TQ9-E-C 4,7-F 5,5-A 6,5 39300 10300 40100 19000 6400 2000 3750 700 56836

CS=1,50 CS=1,50 CS=1,20 CS=1,20

DENOMINATION



Conductor break

Earth wire break

EU EL ET Et

TURQUESA Model

92


The useful loads per phase are included in the following tables, where:


DENOMINATION

TQ9-E-C 5,6-F 5,5-A 7,7

LOAD CASES CS v h l V H LWind 1,5 400 2939 0 1650 5879 0Ice 1,5 1000 2999 0 3000 5998 0End of line 1,5 1500 0 3000 3000 0 6000Unbalanced 1,2 1875 0 3750 3750 0 7500Conductor break 1,2 1000 3000 0 2000 3000 6000Earth wire break 1,2 700 1500 3750 3000 6000 0

DENOMINATION

TQ9-E-C 4,7-F 5,5-A 6,5

LOAD CASES CS v h l V H LWind 1,5 400 2939 0 1650 5879 0Ice 1,5 1000 2999 0 3000 5998 0End of line 1,5 1500 0 3000 3000 0 6000Unbalanced 1,2 1875 0 3750 3750 0 7500Conductor break 1,2 1000 3000 0 2000 3000 6400Earth wire break 1,2 700 1500 3750 3000 6000 0

CT PHASE

End

of li

neEn

d of

line


CT PHASE



o Wind on the tower (1ª Load case– wind) o Own mass of the tower (every load case)

8.6. FOUNDATIONS



HL (m) 15 20 25 30Uplift 123616 127206 129832 131849Compression 138696 142731 145981 149346Uplift 123071 126753 129444 131510Compression 138049 142172 145361 148775

DENOMINATION

TQ9-E-C 5,6-F 5,5-A 7,7

TQ9-E-C 4,7-F 5,5-A 6,5

FOUNDATION FORCES (kg)

TURQUESA Model

93 Model TURQUESA

The sizes (meters) of the foundations in these towers are the mentioned in the following table for every HL height, where: ∅DB: Width of the foundation bottom ∅Di: Bottom width of the foundation ∅DS: Top width of the foundation H: Total foundation height AP: Plint of the width K: Cellar height J: Height of the conical area H: Total height of the foundation HP: Plint height Vh: Concrete volume per leg Ve: Digging volume per leg

HEIGHT (m)

HL ØDB ØDI ØDS AP K J H HP Vh Ve15,00 2,60 1,50 1,50 0,80 0,10 1,00 3,65 0,25 8,543 8,41720,00 2,65 1,55 1,55 0,80 0,10 1,00 3,70 0,25 9,126 9,00025,00 2,70 1,50 1,50 0,80 0,10 1,10 3,70 0,25 9,030 8,90430,00 2,70 1,50 1,50 0,80 0,10 1,10 3,75 0,25 9,118 8,992

FH ØDB ØDI ØDS AP K J H HP Vh Ve15,00 2,60 1,50 1,50 0,80 0,10 1,00 3,65 0,25 8,543 8,41720,00 2,65 1,55 1,55 0,80 0,10 1,00 3,70 0,25 9,126 9,00025,00 2,70 1,50 1,50 0,80 0,10 1,10 3,70 0,25 9,030 8,90430,00 2,70 1,50 1,50 0,80 0,10 1,10 3,75 0,25 9,118 8,992

TQ9-E-C 4,7-F 5,5-A 6,5


TQ9-E-C 5,6-F 5,5-A 7,7

K

H

J

AP

HP

0.05

ØDB

ØDI

ØDS

JIMÉNEZ


Serie GEMAS

Useful information

9. Annex I

97 ANNEX I

9.1. INTRODUCTION

The data of every model have been standardized, for facilitatvy the search of any of them in any moment.

The towers mentioned in this “GEMAS” catalogue are valid for any situation, in the different types of line.

The foundations of the towers in the soil are made from mass concrete, in monoblock or in four separated ones.

The calculation and dimensioning of the different towers have been carried out by a computer calculation program, based on the theory of the Finite Elements Method (ANSYS), taking in account the structures of articulated knots, with elastic behavior and with limited movement in the foundations knots.

Every model, in every height and for every assembly has been calculated by the Finite Elements Method, testing,the stability in every structure bar, and the strength in every screwed union.

We hope the following data will be useful for you .

98

9.2. MATERIALS The materials used in the tower construction, and the considered for the calculation are the following:

o Angle profiles: steel, S 275 JR ó S 355 JO quality, corresponding to UNE-EN 10025:1994 standard: “Hot rolled products, not alloyed steel for metallic construction for general use. Technical conditions of supply”. About the sizes and tolerance of the profiles, are under UNE-EN 10056-1:1999 standard for “Equal and unequal side angles from structural steel: First part. Sizes” and UNE-EN 10056-2:1999 for ““Equal and unequal side angles from structural steel. Second part: Dimensional and shape tolerances ”.

o Bolts: 5.6 quality, according UNE-EN ISO 898-1:2000 standard, for “Mechanical caracteristics of the fixing elements, made from carbonic steel and alloyed steel. First part: Bolts and screws”, and sizes according UNE 17052:1978 standard “Distance between sides, head height and nut height” galvanized according UNE-EN ISO 1461:1999 standard for “Hot dip galvanized coatings on finished iron and steel products. Specifications and test methods ”.

o Washers: Bolts have flat washers, according DIN 7989 “Washers for steel construction”.

o Nuts: Sizes according UNE-EN ISO 4032:2001 and UNE-EN ISO 4034:2001.

9.3. COATINGS Galvanizing is made from zinc, according UNE-EN 1179:1996 standard “Zinc and alloy zinc. Primary zinc” and their finishing is according UNE 37508:1988 standard “Hot dip galvanized coatings for different pieces and articles” in the sheets and profiles according UNE 37507-88 “Hot dip galvanized coatings for bolts and fixing elements”.

9.4. DESIGN METHOD General dimensions have been adjusted to the specifications of the Spanish electric companies. Loads for 120 km/h wind speed have been considered.

ANNEX I

99

9.5. FOUNDATION SIZING MONOBLOC FOUNDATION

Sulzberger method is used for its dimensioning. Normally, the bulk is a prism, with square base, and its stability is mainly based on the horizontal reactions of the soil, and turn angles with a tangentbigger than 0,01 are not allowed in the foundation , with the objetive of getting the balance in the turn overmoment, taking in mind the reactions of the soil.

The maximum dumping moment produced by outdoor agents, has to be resisted by the stabilizing moment in the soil movements and the own weight, with 1,5 safety factors, for the normal load cases, and 1,2 for unusual ones.

(S3)3 P

OTx

Suelo

F

(S1)

1

Ct

(S2)2

t/3

2t/3

Tl

b

a

hy

t

ANNEX I

100

Ø D B K

Ø D I

J

H

0.05

Ø D S

HP

A PIn the catalogue are mentioned the foundation sizes andvolume, keeping in mind the assembly and freeheight, corresponding a medium solidity soil, with thefollowing parameters:

• 30º pulling up angle • 2,5 kg/cm² maximum pressure on the soil • 1750 kg/m³ soil density • 2200 Kg/m³ concrete density.

The dumping moment is expressed by:

+= thFMv

32

and,

F = horizontal load, only in the end. h = total height of the tower t = foundation depth.

The resistant moment is expressed by:

( ) PAmhkhAMr ⋅⋅+⋅⋅

⋅= 4.0

236

3

and,

A = foundation width. k = Subgrade reaction modulus of the soil, with 2 meters width, in kg/m³. P = concrete bulk weight.

In the catalogue are mentioned the foundations sizes and volumes, calculated according the above mentioned for every tower, keeping in mind the structure and free height, at 10 kg/cm3 subgrade reaction modulus, corresponding to a medium solidity soil.

In the foundation dimensioning, have been kept in mind the carrying out conditions in the digging of the bulks, concrete and the tower hauling up.

FOUNDATION FOR SEPARATED LEGS

This type of foundation has been carried out with four concrete blocks, one independent for every leg. Its dimensioning is carried out by the land pulling up theory, with safety factors in the pullingup of 1,5 in normal hypothesis and 1,2 in unusual ones, keeping the pressure on the soil in the limits allowed by its characteristics.

.

ANNEX I

101 ANEXO I

9.6. CONDUCTORS TABLE

Total Wire Electrical WEIGHT Final Coefic. Of RATEDdiameter (mm) (Nº) resistance (p) modulus of linear STRENGTH

Total Diameter 20 ºC elasticity (E) expansion (x)Section (mm²) (mm) (W/km) (kg/mm²) 10-6 (ºC) (kg)

7,14 6+131,1 2,389,45 6+154,6 3,1511,34 6+178,6 3,7814,00 30+7116,2 2,0015,75 30+7147,1 2,2517,50 30+7181,6 2,5021,80 26+7281,1 3,44/2,6825,38 54+7381,0 2,8227,72 54+7454,5 3,0830,42 54+7547,3 3,3832,85 54+19636,6 3,65/2,19

9,78 758,6 3,2611,00 773,9 3,67

9,00 749,5 3,0010,50 767,3 3,50

12,0 8550AC70 - 0,570 20000

ALUMINIUM-REINFORCED STEEL CABLES

STEEL CABLES USED IN EARTH LINESAC50 - 0,420 20000 12,0 6250

16170 13,0 7224

1,160 0,491 16170 13,0 8642

Nº 7-8

Nº 7-7

1,463 0,390

12662

15152

17868

DENOMINATION(kg/m)

5518

6517

8613

10869

1007

1666

2359

4398

19,3

17,8

17,8

18,9

19,3

19,3

19,4

7000

7000

6800

19,1

19,1

19,1

17,8

8200

8200

7700

7000

8100

8100

8100

8200

1,275

1,521

1,832

2,125

0,433

0,548

0,676

0,977

0,086

0,072

0,060

0,051

0,307

0,242

0,196

0,119

LA-380 GULL

LA-455 CONDOR

LA-545 CARDINAL

LA-635 FINCH

LA-110

LA-145

LA-180

LA-280 HAWK

ALUMINIUM-STEEL CONDUCTORS (UNE 21018)

LA-30

LA-56

LA-78

1,075

0,614

0,426

0,108

0,189

0,272

102

9.7. FORCES OVER CONDUCTORS

WIND WEIGHTLOAD AND WIND

RESULTANT AREA B AREA CV (kg/m) (kg/m) (kg/m) (kg/m)

LA-30 0,428 0,442 75º 51' 0,481 0,962

LA-56 0,567 0,598 71º 34' 0,553 1,107

LA-78 0,680 0,629 68º 13' 0,606 1,212

LA-110 0,840 0,945 62º 44' 0,673 1,347

LA-145 0,945 0,874 59º 53' 0,714 1,429

LA-180 0,875 1,106 52º 19' 0,753 1,506

LA-280 HAWK 1,090 1,288 48º 8' 0,840 1,681

LA-380 GULL 1,269 1,799 44º 52' 0,907 1,814

LA-455 CONDOR 1,386 1,791 42º 20' 0,948 1,895

LA-545 CARDINAL 1,521 2,381 39º 42' 0,993 1,986

LA-635 FINCH 1,643 2,298 37º 42' 1,032 2,063

Nº 7-8 0,587 0,705 56º 23' 0,563 1,126

Nº 7-7 0,660 0,823 53º 21' 0,597 1,194

AC50 0,540 0,684 0,540 1,080

AC70 0,630 0,850 0,583 1,167-

ICE LOAD

DENOMINATION

ANGLE OFDEFLECTIONARCTAN(v/p)

(º)

ALUMINIUM-STEEL CONDUCTORS ACTIONS (UNE 21018)

ALUMINIUM-REINFORCED STEEL CABLES ACTIONS

STEEL CABLES USED IN EARTH LINES ACTIONS

-

ANNEX I

103

9.8. ANGLES WITH EQUAL SIDES

a e r r1 IX=IY IZ IT WX WT iX iZ iT d Z1 V1 V2L40 x 3 40 3 6 3 2,35 1,84 3,45 5,45 1,44 1,18 0,95 1,21 1,52 0,78 1,07 2,83 1,52 1,40L40 x 4 40 4 6 4 3,05 2,39 4,35 6,89 1,80 1,50 1,15 1,19 1,50 0,77 1,11 2,83 1,57 1,38L40 x 5 40 5 6 4 3,76 2,95 5,31 8,41 2,20 1,86 1,35 1,19 1,50 0,77 1,15 2,83 1,63 1,38L45 x 4 45 4 7 3,5 3,49 2,74 6,43 10,18 2,68 1,97 1,53 1,36 1,71 0,88 1,23 3,18 1,75 1,57L45 x 5 45 5 7 3,5 4,30 3,38 7,84 12,42 3,26 2,43 1,80 1,35 1,70 0,87 1,28 3,18 1,81 1,58L45 x 6 45 6 7 3,5 5,09 4,00 9,16 14,50 3,83 2,88 2,05 1,34 1,69 0,87 1,32 3,18 1,87 1,59L50 x 4 50 4 7 3,5 3,89 3,06 8,97 14,22 3,73 2,46 1,94 1,52 1,91 0,98 1,36 3,54 1,92 1,75L50 x 5 50 5 7 3,5 4,80 3,77 10,96 17,38 4,55 3,05 2,29 1,51 1,90 0,97 1,40 3,54 1,99 1,76L50 x 6 50 6 7 3,5 5,69 4,47 12,84 20,34 5,34 3,61 2,61 1,50 1,89 0,97 1,45 3,54 2,04 1,77L50 x 7 50 7 7 3,5 6,56 5,15 14,61 23,11 6,11 4,16 2,91 1,49 1,88 0,97 1,49 3,54 2,10 1,78L50 x 8 50 8 7 3,5 7,41 5,82 16,28 25,69 6,87 4,68 3,19 1,48 1,86 0,96 1,52 3,54 2,16 1,80L60 x 4 60 4 8 4 4,71 3,70 15,78 24,97 6,58 3,58 2,91 1,83 2,30 1,18 1,60 4,24 2,26 2,10L60 x 5 60 5 8 4 5,82 4,57 19,37 30,71 8,03 4,45 3,46 1,82 2,30 1,17 1,64 4,24 2,32 2,11L60 x 6 60 6 8 4 6,91 5,42 22,79 36,14 9,44 5,29 3,96 1,82 2,29 1,17 1,69 4,24 2,39 2,11L60 x 8 60 8 8 4 9,03 7,09 29,15 46,15 12,16 6,89 4,86 1,80 2,26 1,16 1,77 4,24 2,50 2,14L60 x 10 60 10 8 4 11,1 8,69 34,93 55,06 14,80 8,41 5,67 1,78 2,23 1,16 1,85 4,24 2,61 2,17L70 x 5 70 5 9 4,5 6,84 5,37 31,24 49,50 12,97 6,10 4,87 2,14 2,69 1,38 1,88 4,95 2,66 2,46L70 x 6 70 6 9 4,5 8,13 6,38 36,88 58,50 15,27 7,27 5,60 2,13 2,68 1,37 1,93 4,95 2,73 2,46L70 x 7 70 7 9 4,5 9,40 7,38 42,30 67,09 17,50 8,41 6,28 2,12 2,67 1,36 1,97 4,95 2,79 2,47L70 x 8 70 8 9 4,5 10,7 8,36 47,49 75,28 19,69 9,52 6,92 2,11 2,66 1,36 2,01 4,95 2,85 2,48L70 x 10 70 10 9 4,5 13,1 10,3 57,24 90,53 23,96 11,66 8,10 2,09 2,63 1,35 2,09 4,95 2,96 2,51L80 x 6 80 6 10 5 9,35 7,34 55,82 88,52 23,13 9,57 7,55 2,44 3,08 1,57 2,17 5,66 3,07 2,81L80 x 7 80 7 10 5 10,8 8,49 64,19 101,8 26,54 11,09 8,48 2,44 3,07 1,57 2,21 5,66 3,13 2,82L80 x 8 80 8 10 5 12,3 9,63 72,25 114,6 29,88 12,58 9,37 2,43 3,06 1,56 2,26 5,66 3,19 2,83L80 x 10 80 10 10 5 15,1 11,9 87,50 138,6 36,38 15,45 11,01 2,41 3,03 1,55 2,34 5,66 3,30 2,85L80 x 12 80 12 10 5 17,9 14,0 101,7 160,7 42,70 18,20 12,51 2,39 3,00 1,55 2,41 5,66 3,41 2,89L90 x 6 90 6 11 5,5 10,6 8,30 80,31 127,3 33,34 12,18 9,80 2,76 3,47 1,78 2,41 6,36 3,40 3,16L90 x 7 90 7 11 5,5 12,2 9,61 92,55 146,8 38,29 14,13 11,04 2,75 3,46 1,77 2,45 6,36 3,47 3,16L90 x 8 90 8 11 5,5 13,9 10,9 104,4 165,6 43,13 16,05 12,22 2,74 3,45 1,76 2,50 6,36 3,53 3,17L90 x 9 90 9 11 5,5 15,5 12,2 115,8 183,8 47,88 17,93 13,34 2,73 3,44 1,76 2,54 6,36 3,59 3,18L90 x 10 90 10 11 5,5 17,1 13,5 126,9 201,3 52,55 19,77 14,40 2,72 3,43 1,75 2,58 6,36 3,65 3,19L90 x 12 90 12 11 5,5 20,3 15,9 148,0 234,4 61,70 23,34 16,41 2,70 3,40 1,74 2,66 6,36 3,76 3,22L90 x 15 90 15 11 5,5 24,9 19,5 177,3 279,4 75,11 28,47 19,16 2,67 3,35 1,74 2,77 6,36 3,92 3,28

Designation of profile

Measurements mm

Moment of inertia cm4

Resistance module cm³

Radius of rotation cm

Position of center of gravity cmA

cm²M

kg/m

Z2

TZ

d

Yd

T

V1

X

V2

G

Z1

YZ

X

SYMBOLaerr1

AM

IX,IY

IZ, IT

iX

iZ, iT

Radius of rotation around geometrics axesRadius of rotation around main axes

Moments of inertia around main axes

DESIGNATION

AreaWeight per meterMoments of inertia around geometrics axes

Length of sidesThickness of sidesRadius proportional to sidesRadius of rounded edges

ANNEX I

104

a e r r1 IX=IY IZ IT WX WT iX iZ iT d Z1 V1 V2L100 x 8 100 8 12 6 15,5 12,2 144,8 229,8 59,86 19,94 15,47 3,06 3,85 1,96 2,74 7,07 3,87 3,52L100 x 10 100 10 12 6 19,2 15,0 176,7 280,4 73,01 24,62 18,29 3,04 3,83 1,95 2,82 7,07 3,99 3,54L100 x 12 100 12 12 6 22,7 17,8 206,7 327,6 85,75 29,12 20,89 3,02 3,80 1,94 2,90 7,07 4,11 3,57L100 x 15 100 15 12 6 27,9 21,9 248,6 392,8 104,4 35,61 24,44 2,98 3,75 1,93 3,02 7,07 4,27 3,61L120 x 10 120 10 13 6,5 23,2 18,2 312,9 497,0 128,9 36,03 27,51 3,67 4,63 2,36 3,31 8,49 4,69 4,24L120 x 12 120 12 13 6,5 27,5 21,6 367,7 583,7 151,6 42,73 31,56 3,65 4,60 2,35 3,40 8,49 4,80 4,26L120 x 15 120 15 13 6,5 33,9 26,6 444,9 705,1 184,7 52,43 37,15 3,62 4,56 2,33 3,51 8,49 4,97 4,31L150 x 12 150 12 16 8 34,8 27,4 736,9 1170 303,5 67,75 52,05 4,60 5,80 2,95 4,12 10,6 5,83 5,29L150 x 15 150 15 16 8 43,0 33,8 898,1 1426 370,2 83,52 61,64 4,57 5,76 2,93 4,25 10,6 6,01 5,33L150 x 18 150 18 16 8 51,0 40,1 1050 1665 435,0 98,74 70,45 4,54 5,71 2,92 4,37 10,6 6,17 5,37L180 x 15 180 15 18 9 52,1 40,9 1589 2524 653,0 122,0 92,68 5,52 6,96 3,54 4,98 12,7 7,05 6,37L180 x 18 180 18 18 9 61,9 48,6 1866 2963 768,3 144,7 106,4 5,49 6,92 3,52 5,10 12,7 7,22 6,41L180 x 20 180 20 18 9 68,4 53,7 2043 3242 843,5 159,4 115,1 5,47 6,89 3,51 5,18 12,7 7,33 6,44L200 x 16 200 16 18 9 61,8 48,5 2341 3723 960,0 161,7 122,9 6,16 7,76 3,94 5,52 14,1 7,81 7,09L200 x 18 200 18 18 9 69,1 54,3 2600 4133 1067 180,6 134,6 6,13 7,73 3,93 5,60 14,1 7,93 7,12L200 x 20 200 20 18 9 76,4 59,9 2851 4529 1172 199,1 145,8 6,11 7,70 3,92 5,68 14,1 8,04 7,15L200 x 24 200 24 18 9 90,6 71,1 3331 5284 1378 235,2 166,9 6,06 7,64 3,90 5,84 14,1 8,26 7,21

Designation of profile

Measurements mm A

cm²M

kg/m

Position of center of gravity cm




a e r r1 IX=IY IZ IT WX WT iX iZ iT d Z1 V1 V2

LI19 x 3 19 3,2 3,2 1,6 1,12 0,88 0,35 0,55 0,15 0,27 0,18 0,56 0,70 0,36 0,58 1,35 0,82 0,68LI19 x 5 19 4,8 3,2 1,6 1,60 1,25 0,48 0,74 0,22 0,38 0,24 0,55 0,68 0,37 0,64 1,35 0,91 0,71LI22 x 3 22 3,2 3,2 1,6 1,32 1,04 0,58 0,92 0,24 0,37 0,26 0,66 0,83 0,43 0,66 1,57 0,94 0,79LI22 x 5 22 4,8 3,2 1,6 1,90 1,49 0,80 1,24 0,35 0,53 0,34 0,65 0,81 0,43 0,72 1,57 1,02 0,82LI25 x 3 25 3,2 3,2 1,6 1,52 1,20 0,89 1,41 0,37 0,49 0,35 0,76 0,96 0,49 0,74 1,80 1,05 0,91LI25 x 5 25 4,8 3,2 1,6 2,20 1,73 1,23 1,93 0,53 0,71 0,47 0,75 0,94 0,49 0,80 1,80 1,13 0,93LI25 x 6 25 6,4 3,2 1,6 2,83 2,22 1,52 2,35 0,69 0,90 0,57 0,73 0,91 0,49 0,86 1,80 1,21 0,97LI32 x 3 32 3,2 4,8 2,4 1,94 1,52 1,78 2,81 0,74 0,78 0,59 0,96 1,20 0,62 0,89 2,25 1,26 1,11LI32 x 5 32 4,8 4,8 2,4 2,82 2,22 2,51 3,96 1,05 1,13 0,78 0,94 1,18 0,61 0,95 2,25 1,35 1,13LI32 x 6 32 6,4 4,8 2,4 3,65 2,87 3,14 4,92 1,36 1,45 0,95 0,93 1,16 0,61 1,01 2,25 1,43 1,16LI38 x 3 38 3,2 4,8 2,4 2,34 1,84 3,16 5,01 1,31 1,14 0,88 1,16 1,46 0,75 1,05 2,69 1,48 1,34LI38 x 5 38 4,8 4,8 2,4 3,43 2,69 4,50 7,13 1,87 1,67 1,19 1,15 1,44 0,74 1,11 2,69 1,57 1,36LI38 x 6 38 6,4 4,8 2,4 4,46 3,50 5,69 8,97 2,41 2,16 1,45 1,13 1,42 0,74 1,17 2,69 1,66 1,39LI38 x 8 38 7,9 4,8 2,4 5,44 4,27 6,75 10,6 2,95 2,62 1,69 1,11 1,39 0,74 1,23 2,69 1,74 1,42LI38 x 10 38 9,5 4,8 2,4 6,38 5,00 7,70 11,9 3,49 3,05 1,92 1,10 1,37 0,74 1,29 2,69 1,82 1,45LI44 x 3 44 3,2 6,4 3,2 2,77 2,17 5,04 7,98 2,10 1,55 1,25 1,35 1,70 0,87 1,19 3,14 1,68 1,56LI44 x 5 44 4,8 6,4 3,2 4,05 3,18 7,27 11,52 3,02 2,28 1,69 1,34 1,69 0,86 1,26 3,14 1,78 1,57LI44 x 6 44 6,4 6,4 3,2 5,29 4,15 9,27 14,66 3,88 2,97 2,07 1,32 1,67 0,86 1,32 3,14 1,87 1,59LI44 x 8 44 7,9 6,4 3,2 6,47 5,08 11,08 17,43 4,73 3,62 2,41 1,31 1,64 0,85 1,39 3,14 1,96 1,61LI51 x 3 51 3,2 6,4 3,2 3,16 2,48 8,100 12,98 3,22 2,18 1,64 1,60 2,03 1,01 1,39 3,61 1,97 1,64LI51 x 5 51 4,8 6,4 3,2 4,67 3,67 11,60 18,53 4,67 3,18 2,28 1,58 1,99 1,00 1,45 3,61 2,05 1,56LI51 x 6 51 6,4 6,4 3,2 6,12 4,80 14,70 23,37 6,03 4,09 2,83 1,56 1,95 0,99 1,51 3,61 2,14 1,47LI51 x 8 51 7,9 6,4 3,2 7,43 5,83 17,50 27,70 7,30 4,94 3,31 1,53 1,93 0,99 1,56 3,61 2,21 1,40LI51 x 10 51 9,5 6,4 3,2 8,79 6,90 20,20 31,82 8,58 5,80 3,75 1,52 1,90 0,99 1,62 3,61 2,29 1,32




Position of center of gravity cmDesignation

of profile

Measurements mm A

cm²M

kg/m

ANNEX I

105

a e r r1 IX=IY IZ IT WX WT iX iZ iT d Z1 V1 V2

LII64 x 4 64 4 6,4 3,2 4,93 3,87 18,93 30,06 7,80 4,07 3,25 1,96 2,47 1,26 1,70 4,49 2,40 2,24LI64 x 5 64 4,8 6,4 3,2 5,91 4,64 23,50 37,62 9,38 5,09 3,73 1,99 2,52 1,26 1,78 4,53 2,52 2,01LI64 x 6 64 6,4 6,4 3,2 7,78 6,11 30,20 48,24 12,16 6,62 4,67 1,97 2,49 1,25 1,84 4,53 2,60 1,92LI64 x 8 64 7,9 6,4 3,2 9,49 7,45 36,10 57,61 14,59 8,00 5,46 1,95 2,46 1,24 1,89 4,53 2,67 1,85LI64 x 10 64 9,5 6,4 3,2 11,3 8,87 42,00 66,63 17,37 9,46 6,30 1,93 2,43 1,24 1,95 4,53 2,76 1,77LI64 x 13 64 13 6,4 3,2 14,6 11,5 52,40 82,35 22,45 12,10 7,71 1,90 2,37 1,24 2,06 4,53 2,91 1,61LI76 x 5 76 4,8 7,9 4 7,07 5,55 40,00 63,88 16,12 7,25 5,48 2,38 3,01 1,51 2,08 5,37 2,94 2,43LI76 x 6 76 6,4 7,9 4 9,32 7,32 51,70 82,43 20,97 9,47 6,93 2,36 2,97 1,50 2,14 5,37 3,03 2,35LI76 x 8 76 7,9 7,9 4 11,4 8,95 62,10 98,55 25,65 11,50 8,28 2,33 2,94 1,50 2,19 5,37 3,10 2,28LI76 x 10 76 9,5 7,9 4 13,5 10,6 72,50 115,0 29,97 13,60 9,42 2,32 2,92 1,49 2,25 5,37 3,18 2,19LI76 x 11 76 11 7,9 4 15,6 12,3 82,30 130,0 34,63 15,60 10,60 2,30 2,89 1,49 2,31 5,37 3,27 2,11LI76 x 13 76 13 7,9 4 17,7 13,9 91,50 144,2 38,77 17,50 11,62 2,27 2,85 1,48 2,36 5,37 3,34 2,04LI76 x 16 76 16 7,9 4 21,7 17,1 108,3 169,4 47,32 21,02 13,57 2,23 2,79 1,48 2,47 5,39 3,49 2,86LI89 x 5 89 4,8 7,9 4 8,31 6,52 63,27 100,5 26,04 9,68 7,82 2,76 3,48 1,77 2,35 6,29 3,33 3,13LI89 x 6 89 6,4 7,9 4 11,0 8,63 84,50 135,0 34,07 13,10 9,79 2,77 3,50 1,76 2,46 6,29 3,48 2,82LI89 x 8 89 7,9 7,9 4 13,4 10,5 102,0 163,0 41,04 16,00 11,52 2,76 3,49 1,75 2,52 6,29 3,56 2,73LI89 x 10 89 9,5 7,9 4 16,0 12,6 119,0 189,6 48,44 19,10 13,33 2,73 3,44 1,74 2,57 6,29 3,63 2,66LI89 x 11 89 11 7,9 4 18,5 14,5 136,0 216,0 56,01 21,70 15,06 2,71 3,42 1,74 2,63 6,29 3,72 2,57LI89 x 13 89 13 7,9 4 21,0 16,5 152,0 241,2 62,85 24,50 16,52 2,69 3,39 1,73 2,69 6,29 3,80 2,49LI102 x 6 102 6,4 9,5 4,8 12,6 9,89 129,0 206,6 51,41 17,40 13,03 3,20 4,05 2,02 2,79 7,21 3,95 3,27LI102 x 8 102 7,9 9,5 4,8 15,5 12,2 156,0 249,4 62,62 21,20 15,59 3,17 4,01 2,01 2,84 7,21 4,02 3,20LI102 x 10 102 9,5 9,5 4,8 18,5 14,5 183,0 292,0 74,00 25,10 18,04 3,15 3,97 2,00 2,90 7,21 4,10 3,11LI102 x 11 102 11 9,5 4,8 21,4 16,8 209,0 333,3 84,75 28,90 20,24 3,13 3,95 1,99 2,96 7,21 4,19 3,03LI102 x 13 102 13 9,5 4,8 24,3 19,1 234,0 371,8 96,23 32,60 22,53 3,11 3,91 1,99 3,02 7,21 4,27 2,94LI102 x 16 102 16 9,5 4,8 29,9 23,5 281,0 444,8 117,2 39,70 26,48 3,07 3,86 1,98 3,13 7,21 4,43 2,79LI102 x 19 102 19 9,5 4,8 35,2 27,6 323,0 508,0 138,0 46,40 30,12 3,03 3,80 1,98 3,24 7,21 4,58 2,63LI127 x 8 127 7,9 13 6,4 19,4 15,2 308,0 492,8 123,2 33,40 25,10 3,98 5,04 2,52 3,47 8,98 4,91 4,07LI127 x 10 127 9,5 13 6,4 23,2 18,2 363,0 579,8 146,2 39,60 29,28 3,96 5,00 2,51 3,53 8,98 4,99 3,99LI127 x 11 127 11 13 6,4 27,0 21,2 417,0 665,3 168,8 45,70 33,33 3,93 4,96 2,50 3,58 8,98 5,06 3,92LI127 x 13 127 13 13 6,4 30,6 24,0 468,0 744,8 191,3 51,70 37,15 3,91 4,93 2,50 3,64 8,98 5,15 3,83LI127 x 16 127 16 13 6,4 37,9 29,8 566,0 898,9 233,1 63,30 43,84 3,86 4,87 2,48 3,76 8,98 5,32 3,66LI127 x 19 127 19 13 6,4 44,7 35,1 654,0 1033 274,9 74,10 50,23 3,83 4,81 2,48 3,87 8,98 5,47 3,51LI127 x 22 127 22 13 6,4 51,5 40,4 739,0 1164 314,2 84,70 55,82 3,79 4,75 2,47 3,98 8,98 5,63 3,35LI152 x 8 152 7,9 13 6,4 23,4 18,4 535,0 852,3 217,7 48,20 37,63 4,78 6,04 3,05 4,09 10,8 5,78 4,96LI152 x 10 152 9,5 13 6,4 28,0 22,0 634,0 1013 255,4 57,40 43,51 4,76 6,01 3,02 4,15 10,8 5,87 4,88LI152 x 11 152 11 13 6,4 32,5 25,5 729,0 1162 296,4 66,30 49,79 4,74 5,98 3,02 4,21 10,8 5,95 4,79LI152 x 13 152 13 13 6,4 37,0 29,1 822,0 1311 333,0 75,20 55,14 4,71 5,95 3,00 4,27 10,8 6,04 4,71LI152 x 14 152 14 13 6,4 41,4 32,5 912,0 1451 372,6 83,90 60,85 4,69 5,92 3,00 4,33 10,8 6,12 4,62LI152 x 16 152 16 13 6,4 45,8 36,0 999,0 1586 412,2 92,40 66,39 4,67 5,88 3,00 4,39 10,8 6,21 4,54LI152 x 19 152 19 13 6,4 54,2 42,6 1160 1842 478,1 108,0 75,13 4,63 5,83 2,97 4,50 10,8 6,36 4,38LI152 x 22 152 22 13 6,4 62,6 49,1 1320 2088 552,2 125,0 84,70 4,59 5,78 2,97 4,61 10,8 6,52 4,23LI152 x 25 152 25 13 6,4 70,8 55,6 1460 2295 624,5 139,0 93,56 4,54 5,69 2,97 4,72 10,8 6,68 4,07LI203 x 12 203 13 13 6,4 49,9 39,2 2020 3226 814,5 137,0 103,8 6,36 8,04 4,04 5,55 14,4 7,85 6,51LI203 x 14 203 14 13 6,4 56,0 44,0 2250 3586 914,0 153,0 115,4 6,34 8,00 4,04 5,60 14,4 7,92 6,43LI203 x 15 203 16 13 6,4 62,0 48,7 2470 3943 997,0 169,0 124,6 6,31 7,97 4,01 5,66 14,4 8,00 6,35LI203 x 19 203 19 13 6,4 73,5 57,7 2890 4598 1182 199,0 144,6 6,27 7,91 4,01 5,78 14,4 8,17 6,18LI203 x 22 203 22 13 6,4 85,2 66,9 3300 5244 1356 229,0 162,8 6,22 7,85 3,99 5,89 14,4 8,33 6,02LI203 x 25 203 25 13 6,4 96,7 75,9 3690 5864 1516 258,0 178,4 6,18 7,79 3,96 6,01 14,4 8,50 5,85LI203 x 28 203 29 13 6,4 108 84,8 4070 6446 1694 287,0 195,7 6,14 7,73 3,96 6,12 14,4 8,65 5,70




Position of center of gravity cmDesignation

of profile

Measurements mm A

cm²M

kg/m

ANNEX I

106 ANNEX I

An

DESIGNATIONThread pitchResistant sectionCore section

SYMBOLPitchAs

4.6 4.8 5.6 5.8 6.8 8.8 10.9 12.9 4.6 4.8 5.6 5.8 6.8 8.8 10.9 12.9M-4 0,70 8,78 7,75 149 199 186 249 298 398 559 671 0,11 0,15 0,14 0,19 0,22 0,30 0,42 0,50M-5 0,80 14,2 12,7 244 325 305 407 488 651 915 1098 0,23 0,30 0,28 0,38 0,45 0,61 0,85 1,02M-6 1,00 20,1 17,9 344 459 430 574 689 918 1291 1549 0,39 0,52 0,48 0,64 0,77 1,03 1,45 1,74M-8 1,25 36,6 32,8 632 843 790 1053 1264 1685 2370 2844 0,94 1,25 1,18 1,57 1,88 2,51 3,53 4,23

M-10 1,50 58,0 52,3 1006 1342 1258 1677 2013 2684 3774 4529 1,86 2,49 2,33 3,11 3,73 4,97 6,99 8,39M-12 1,75 84,3 76,2 1467 1957 1834 2446 2935 3913 5503 6603 3,26 4,34 4,07 5,43 6,51 8,68 12,2 14,6M-14 2,00 115 105 2015 2687 2519 3359 4030 5374 7557 9068 5,21 6,94 6,51 8,68 10,41 13,9 19,5 23,4M-16 2,00 157 144 2774 3699 3467 4623 5548 7397 10402 12483 8,11 10,81 10,1 13,5 16,2 21,6 30,4 36,5M-18 2,50 192 175 3371 4494 4213 5618 6741 8989 12640 15168 11,17 14,9 14,0 18,6 22,3 29,8 41,9 50,3M-20 2,50 245 225 4334 5779 5418 7224 8669 11558 16254 19505 15,8 21,1 19,8 26,4 31,7 42,2 59,4 71,2M-22 2,50 303 282 5419 7225 6774 9031 10838 14450 20321 24385 21,6 28,8 27,0 36,0 43,2 57,7 81,1 97,3M-24 3,00 353 324 6241 8322 7802 10402 12483 16644 23406 28087 27,4 36,5 34,2 45,6 54,7 72,9 103 123M-27 3,00 459 427 8221 10961 10276 13701 16441 21922 30828 36993 40,2 53,6 50,3 67,0 80,4 107 151 181M-30 3,50 561 519 9989 13319 12487 16649 19979 26639 37460 44953 54,5 72,6 68,1 90,8 108,9 145 204 245

Quality Qualitymm mm mm² mm²

Tighting torque Ma (kg·m)Friction coeficient m = 0,14

Ø Pitch As An Uplift load Ft over the bolt (kg)

TIGHTING TORQUE BOLTED JOINT (STANDARD DIN-267)

in mm

1/2 12,705/8 15,883/4 19,057/8 22,23

1 25,401 1/8 28,581 1/4 31,751 3/8 34,931 1/2 38,10

207,38293,79383,37511,54

34,5660,4998,79

147,47

ASTM A325

ASTM A490

Tighting torque Ma (kg·m)

17,28

67132

13,8327,3648,3978,63117,52145,17204,50269,31356,01

29030362874626654885

6804108861587622226

25401322053855546720

121148

Uplift load Ft over the bolt (kg)

ASTM A325

ASTM A490

54438618

127011769023133

85103

ASTM A490

152435496480102

39515671

ASTM A325

121928

Ø Uplift load Ft over the bolt (kg)

TIGHTING TORQUE BOLTED JOINT (STANDARD ASTM)

107 ANEXO I

9.9. HEX HEAD BOLTS MOST FREQUENTLY USED d1 M12 M16 M20 M24b 19,5 23 26 29,5x 2,5 3 4 4,5

emin 20,88 26,17 32,95 39,55

k 8 10 13 15m 10 13 16 19 12 16 20 24r 0,6 0,6 0,8 0,8 8 30 35 40 40s 19 24 30 36 9 " " " 45d2 13,5 17,5 21,5 25,5 10 35 " " "

11 " 40 " "12 " " " "13 " " 45 "

d1 M12 M16 M20 M24 14 " " " 50Lentgh L 15 40 " " "

20 0,068 - - - 16 " 45 " "25 0,073 - - - 17 " " " "30 0,077 0,141 0,245 - 18 " " 50 "35 0,081 0,148 0,257 - 19 " " " 5540 0,085 0,156 0,269 0,414 20 45 " " "45 0,089 0,163 0,280 0,431 21 " 50 " "50 0,094 0,171 0,292 0,448 22 " " " "55 0,098 0,178 0,304 0,465 23 " " 55 "60 0,102 0,186 0,316 0,481 24 " " " 6065 0,106 0,193 0,327 0,498 25 50 " " "70 0,110 0,201 0,339 0,515 26 " 55 " "75 0,114 0,208 0,351 0,532 27 " " " "80 0,119 0,216 0,363 0,549 28 " " 60 "90 0,127 0,231 0,386 0,583 29 " " " 65

100 0,135 0,246 0,410 0,617 30 55 " " "110 0,144 0,261 0,433 0,650 31 " 60 " "120 0,152 0,276 0,457 0,684 32 " " " "130 0,161 0,291 0,481 0,718 33 " " 65 "140 0,169 0,306 0,504 0,752 34 " " " 70150 0,177 0,322 0,528 0,786 35 60 " " "160 0,186 0,337 0,551 0,819 36 " 65 " "170 0,194 0,352 0,575 0,853 37 " " " "

38 " " 70 "nut weight 0,015 0,031 0,06 0,097 39 " " " 75washer weight 0,019 0,029 0,042 0,062 40 65 " " "

41 " 70 " "42 " " " "43 " " 75 "44 " " " 8045 70 " " "46 " 75 " "47 " " " "48 " " 80 "49 " " " 8550 75 " " "

WEIGHT PER UNIT WITH NUTDIN 555 AND WASHER DIN 7989

kg

LENGTHS OF BOLTS WITH

WASHER DIN 7990

d1

TH

ICK

NE

SS

TO

BE

JO

INT

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