SCF calculation

SCF CALCULATION INPUT : Ik3

Fst As E aph

= = = = = = = =

as

=

0.25 m

ds

=

28.62 mm

ls

=

2.5 m

m'c

=

2.0259 kg/m

amin.req

=

μ0

=

1.25664E-06

F'

=

43.07871094

r

=

0.542065653

δ1

=

28.46060016

fes

=

1.355343621

T

=

2.089207048

Tres

=

1.989548094

=

3.21E+10

N

=

2.39E-07

ζ

=

0.6934

Tk1

=

0.8357

Tk1/Tres

=

0.420036501

δend

=

53.40395801

χ

=

0.564797896

δm

=

65.61174198

l lc nc

During SC

31500 44.8 38.9 4 14710.5 484.5 6.90E+10 3

50%.Clph.ph

Eff. Young Modulus Eeff=

Stress Factor

N mm2 N/m2 m

0.65 m

CALC :

bc

A m m

Tensile Force

Drop Force

ϕ

=

0.41240627

ψ

=

0.544

Ftd1

=

18010.78612 N

εela

=

7.897E-04

εth

=

3.55E-05

CD

=

1.1568

CF

=

1.05

fed

=

1.646199

Ffd

=

0N

bh

=

0.78450 m

amin

=

1.18099 m

Clearancce check

=

OK

Clasheff

=

FALSE

v1

=

3.882

k

=

1.907

v2

=

2.292

v3

=

0.367

Fv

=

2324.990 N

εst

=

0.337

εpi

=

0.425

j

=

0.564

j >= 1 j < 1

Sub-conductor Clash Sub-conductor do not Clash

η

=

0.365

30686.8104 0

PINCH FORCE

as/ds

=

8.74

v41

=

0.4776

Ve

=

2.0428

Fpi

=

26601.83785 N

if r > 0.6 ^ δm>=70

Rough Not to be deleted

3.21E+10 1.066522 6.9E+10 0.984594 7590557 < 5.00E+07 13.663 0.236211

0.412406 4.298688

30686.81 0 δ1

28.4606

δm

65.61174

2.00E-07 62015625 12

1.494241 14.08538 0.124968


Fst As E aph

= = = = = = = =

as

=

0.25 m

ds

=

28.62 mm

ls

=

2.5 m

m'c

=

1.9680 kg/m

amin.req

=

μ0

=

1.25664E-06

F'

=

43.07871094

r

=

1.115993822

δ1

=

48.13767997

fes

=

0.658323739

T

=

1.456050816

Tres

=

1.244302473

=

4.29E+10

N

=

2.47E-07

ζ

=

0.1583

Tk1

=

0.5824

Tk1/Tres

=

0.468069733

δend

=

95.30983651

χ

=

-0.11599382

δm

=

106.6609505

l lc nc

During SC

31500 44.8 38.9 2 14710.5 484.5 6.90E+10 3

50%.Clph.ph


Stress Factor

N mm2 N/m2 m

0.65 m

CALC :

bc

A m m

Tensile Force

Drop Force

ϕ

=

1.495439899

ψ

=

0.246

Ftd1

=

20122.17249 N

εela

=

1.338E-03

εth

=

8.88E-05

CD

=

1.8650

CF

=

1.081599382

fed

=

1.327945

Ffd

=

23354.81238 N

bh

=

0.98899 m

amin

=

0.77202 m

Clearancce check

=

OK

Clasheff

=

FALSE

v1

=

2.343

k

=

1.907

v2

=

2.465

v3

=

0.26

Fv

=

4706.032 N

εst

=

0.696

εpi

=

1.257

j

=

0.861

j >= 1 j < 1


η

=

0.454

23354.81238 0

PINCH FORCE

as/ds

=

8.74

v41

=

0.6723

Ve

=

2.4956

Fpi

=

25584.55486 N

if r > 0.6 ^ δm>=70

here r= δm =

1.115993822 106.6609505


4.29E+10 1.224124 6.9E+10 0.955928 15181115 < 5.00E+07 27.32601 0.459053

1.49544 5.697194

23354.81 0 δ1 48.13768 δm

2.00E-07 2.48E+08 4

106.661

1.107175 23.53838 0.162402


Fst As E aph

= = = = = = = =

as

=

0.25 m

ds

=

28.62 mm

ls

=

2.5 m

m'c

=

1.9516 kg/m

amin.req

=

μ0

=

1.25664E-06

F'

=

39.98375822

r

=

1.04453719

δ1

=

46.24790565

fes

=

0.300600329

T

=

0.983901222

Tres

=

0.85289659

=

4.29E+10

N

=

3.53E-07

ζ

=

0.0502

Tk1

=

0.3936

Tk1/Tres

=

0.461439866

δend

=

91.14506615

χ

=

-0.04453719

δm

=

102.5526374

l lc nc

During SC

31500 30.4 24.5 2 14710.5 484.5 6.90E+10 3

50%.Clph.ph


Stress Factor

N mm2 N/m2 m

0.65 m

CALC :

bc

A m m

Tensile Force

Drop Force

ϕ

=

1.33814724

ψ

=

0.116

Ftd1

=

16993.93854 N

εela

=

8.061E-04

εth

=

6.08E-05

CD

=

2.0797

CF

=

1.074453719

fed

=

0.671689

Ffd

=

19568.4789 N

bh

=

0.48519 m

amin

=

1.77963 m

Clearancce check

=

OK

Clasheff

=

FALSE

v1

=

2.333

k

=

1.907

v2

=

2.456

v3

=

0.26

Fv

=

4688.850 N

εst

=

0.993

εpi

=

1.788

j

=

0.947

j >= 1 j < 1


η

=

0.489

19568.4789 0

PINCH FORCE

as/ds

=

8.74

v41

=

0.7637

Ve

=

2.6580

Fpi

=

24122.4457 N

if r > 0.6 ^ δm>=70

here r= δm =

1.04453719 102.5526374


4.29E+10 1.202518 6.9E+10 0.95932 15181115 < 5.00E+07 27.32601 0.459053

1.338147 5.624503

19568.48 0 δ1 46.24791 δm

2.00E-07 2.48E+08 4

102.5526

1.574804 17.48898 0.178164


Fst As E aph

= = = = = = = =

as

=

0.25 m

ds

=

28.62 mm

ls

=

2.5 m

m'c

=

1.9774 kg/m

amin.req

=

μ0

=

1.25664E-06

F'

=

30.14052632

r

=

0.777109651

δ1

=

37.85112402

fes

=

1.457452462

T

=

2.166476454

Tres

=

1.979055811

=

4.29E+10

N

=

1.74E-07

ζ

=

0.4991

Tk1

=

0.8666

Tk1/Tres

=

0.43788082

δend

=

72.85556183

χ

=

0.257421471

δm

=

85.0828838

l lc nc

During SC

31500 66.5 60.6 2 14710.5 484.5 6.90E+10 4.5

50%.Clph.ph


Stress Factor

N mm2 N/m2 m

0.65 m

CALC :

bc

A m m

Tensile Force

Drop Force

ϕ

=

0.79935451

ψ

=

0.458

Ftd1

=

20096.07827 N

εela

=

9.395E-04

εth

=

1.41E-04

CD

=

1.3578

CF

=

1.05

fed

=

2.077909

Ffd

=

29996.33288 N

bh

=

1.27503 m

amin

=

1.69994 m

Clearancce check

=

OK

Clasheff

=

FALSE

v1

=

2.348

k

=

1.907

v2

=

2.47

v3

=

0.26

Fv

=

4715.578 N

εst

=

0.491

εpi

=

0.889

j

=

0.772

j >= 1 j < 1


η

=

0.42

29996.33288 0

PINCH FORCE

as/ds

=

8.74

v41

=

0.5921

Ve

=

2.3613

Fpi

=

27192.53533 N

if r > 0.6 ^ δm>=70

here r= δm =

0.777109651 85.0828838


4.29E+10 1.125367 6.9E+10 0.972751 15181115 < 5.00E+07 27.32601 0.459053

0.799355 5.117789

29996.33 0 δ1 37.85112 δm

2.00E-07 2.48E+08 4

85.08288

0.782639 32.13682 0.147678


Fst As E aph

= = = = = = = =

as

=

0.25 m

ds

=

28.62 mm

ls

=

2.5 m

m'c

=

1.9653 kg/m

amin.req

=

μ0

=

1.25664E-06

F'

=

42.72511765

r

=

1.108400146

δ1

=

47.9431828

fes

=

0.591625837

T

=

1.380321778

Tres

=

1.181376044

=

4.29E+10

N

=

2.59E-07

ζ

=

0.1354

Tk1

=

0.5521

Tk1/Tres

=

0.46736068

δend

=

94.8817124

χ

=

-0.10840015

δm

=

106.2230992

l lc nc

During SC

31500 42.5 36.6 2 14710.5 484.5 6.90E+10 3

50%.Clph.ph


Stress Factor

N mm2 N/m2 m

0.65 m

CALC :

bc

A m m

Tensile Force

Drop Force

ϕ

=

1.47849952

ψ

=

0.225

Ftd1

=

19604.13012 N

εela

=

1.269E-03

εth

=

8.43E-05

CD

=

1.9024

CF

=

1.080840015

fed

=

1.216514

Ffd

=

22602.31805 N

bh

=

0.90324 m

amin

=

0.94352 m

Clearancce check

=

OK

Clasheff

=

FALSE

v1

=

2.341

k

=

1.907

v2

=

2.464

v3

=

0.26

Fv

=

4704.123 N

εst

=

0.730

εpi

=

1.318

j

=

0.873

j >= 1 j < 1


η

=

0.458

22602.31805 0

PINCH FORCE

as/ds

=

8.74

v41

=

0.6823

Ve

=

2.5202

Fpi

=

25365.43432 N

if r > 0.6 ^ δm>=70

here r= δm =

1.108400146 106.2230992


4.29E+10 1.221816 6.9E+10 0.956283 15181115 < 5.00E+07 27.32601 0.459053

1.4785 5.690457

22602.32 0 δ1 47.94318 δm

2.00E-07 2.48E+08 4

106.2231

1.160789 22.72679 0.164171


Fst As E aph

= = = = = = = =

as

=

0.45 m

ds

=

38.25 mm

ls

=

3.5 m

m'c

=

2.7360 kg/m

amin.req

=

μ0

=

1.25664E-06

F'

=

48.4375

r

=

0.902601482

δ1

=

42.06945629

fes

=

0.393987097

T

=

1.12641331

Tres

=

1.00430986

=

4.09E+10

N

=

2.22E-07

ζ

=

0.0206

Tk1

=

0.4506

Tk1/Tres

=

0.448631784

δend

=

81.96665042

χ

=

0.106255842

δm

=

93.90047418

l lc nc

During SC

50000 48 37.2 2 39228 865 5.40E+10 6

50%.Clph.ph


Stress Factor

N mm2 N/m2 m

2m

CALC :

bc

A m m

Tensile Force

Drop Force

ϕ

=

1.041312277

ψ

=

0.054

Ftd1

=

41433.82429 N

εela

=

4.907E-04

εth

=

5.66E-05

CD

=

2.0116

CF

=

1.060260148

fed

=

0.840300

Ffd

=

49054.1896 N

bh

=

0.56303 m

amin

=

4.42395 m

Clearancce check

=

OK

Clasheff

=

FALSE

v1

=

3.184

k

=

1.907

v2

=

2.199

v3

=

0.219

Fv

=

9767.128 N

εst

=

0.946

εpi

=

1.001

j

=

0.717

j >= 1 j < 1


η

=

0.229

49054.1896 0

PINCH FORCE

as/ds

=

11.76

v41

=

0.2651

Ve

=

4.9436

Fpi

=

49980.35875 N 5094.837793

if r > 0.6 ^ δm>=70

here r= δm =

0.902601482 93.90047418


4.09E+10 1.160648 5.4E+10 0.966339 22675145 < 5.00E+07 40.81526 0.653622

1.041312 5.407394

49054.19 0 δ1 42.06946 δm

2.00E-07 6.25E+08 2.222222

93.90047

0.718665 363.6286 0.076516


Fst As E aph

= = = = = = = =

as

=

0.45 m

ds

=

31.77 mm

ls

=

3.5 m

m'c

=

2.3337 kg/m

amin.req

=

μ0

=

1.25664E-06

F'

=

49.64285714

r

=

1.084523166

δ1

=

47.32195509

fes

=

0.402022527

T

=

1.137842022

Tres

=

0.978498844

=

6.22E+10

N

=

2.04E-07

ζ

=

0.0195

Tk1

=

0.4551

Tk1/Tres

=

0.465137809

δend

=

93.51316544

χ

=

-0.08452317

δm

=

104.8486056

l lc nc

During SC

50000 52.5 41.7 2 39228 597 6.90E+10 6

50%.Clph.ph


Stress Factor

N mm2 N/m2 m

2m

CALC :

bc

A m m

Tensile Force

Drop Force

ϕ

=

1.425575044

ψ

=

0.056

Ftd1

=

42359.65764 N

εela

=

6.387E-04

εth

=

1.16E-04

CD

=

2.4136

CF

=

1.078452317

fed

=

1.046428

Ffd

=

49170.57053 N

bh

=

0.76931 m

amin

=

4.01139 m

Clearancce check

=

OK

Clasheff

=

FALSE

v1

=

2.964

k

=

1.907

v2

=

2.503

v3

=

0.197

Fv

=

εst

=

0.840

εpi

=

1.108

j

=

0.776

j >= 1 j < 1


η

=

12358.916 N

0.258

49170.57053 0

PINCH FORCE

as/ds

=

14.16

v41

=

0.3154

Ve

=

4.2253

Fpi

=

52355.42056 N

if r > 0.6 ^ δm>=70

here r= δm =

1.084523166 104.8486056


6.22E+10 1.214575 6.9E+10 0.957409 32854271 < 5.00E+07 59.13769 0.858403

1.425575 5.667798

49170.57 0 δ1 47.32196 δm

2.00E-07 6.25E+08 2.222222

104.8486

0.704544 225.6946 0.088849


Fst As E aph

= = = = = = = =

as

=

0.45 m

ds

=

31.77 mm

ls

=

3.5 m

m'c

=

2.4167 kg/m

amin.req

=

μ0

=

1.25664E-06

F'

=

62.5

r

=

1.318551492

δ1

=

52.82302914

fes

=

T

=

0.802549396

Tres

=

0.658828166

=

2.21E+10

N

=

3.33E-04

ζ

=

0.0083

Tk1

=

0.3210

Tk1/Tres

=

0.487258704

δend

=

105.4768786

χ

=

-0.31855149

δm

=

118.5753479

l lc nc

During SC

50000 6 6 2 1066.51125 597 6.90E+10 6

50%.Clph.ph

A m m N mm2 N/m2 m

2m

CALC :

bc


Stress Factor

0.2 m

0.2

Tensile Force

Drop Force

ϕ

=

1.964594881

ψ

=

0.029190856

Ftd1

=

1127.673758 N

εela

=

2.039E-02

εth

=

7.80E-05

CD

=

2.8121

CF

=

1.101855149

fed

=

0.619705

Ffd

=

1307.615079 N

bh

=

0.49376 m

amin

=

4.56247 m

Clearancce check

=

OK

Clasheff

=

FALSE

v1

=

3.016

k

=

1.907

v2

=

2.1

v3

=

0.2

Fv

=

10213.511 N

εst

=

37.350

εpi

=

1496.660

j

=

6.247

j <

η

1

Sub-conductor do not Clash

=

1307.615079 0

j

0.229

>= 1

ξ =

PINCH FORCE

as/ds

=

14.16

v41

=

0.2704

Ve

=

2.6025

Fpi

=

1070.408242 N

v41

1066.51125

9.60856E-05

if r > 0.6 ^ δm>=70

Sub-conductor Clash

5.1

here r= δm =

1.318551492 118.5753479

37.50002396

5.228819612

13.16

1445.502103 N


2.21E+10 1.286416 6.9E+10 0.946931 893225.5 < 5.00E+07 1.607806 0.028058

1.964595 5.81255

1307.615 0 δ1 52.82303 δm

2.00E-07 6.25E+08 2.222222

118.5753

966.2104 0.007539 0.64119


Fst As E aph

= = = = = = = =

as

=

0.45 m

ds

=

31.77 mm

ls

=

3.5 m

m'c

=

2.4167 kg/m

amin.req

=

μ0

=

1.25664E-06

F'

=

62.5

r

=

1.318551492

δ1

=

52.82302914

fes

=

T

=

0.802549396

Tres

=

0.658828166

=

2.21E+10

N

=

3.34E-05

ζ

=

0.0833

Tk1

=

0.3210

Tk1/Tres

=

0.487258704

δend

=

105.4768786

χ

=

-0.31855149

δm

=

118.5753479

l lc nc

During SC

50000 6 6 2 1066.51125 597 6.90E+10 6

50%.Clph.ph

A m m N mm2 N/m2 m

2m

CALC :

bc


Stress Factor

0.2 m

0.2

Tensile Force

Drop Force

ϕ

=

1.964594881

ψ

=

0.168061078

Ftd1

=

1418.643332 N

εela

=

1.175E-02

εth

=

7.80E-05

CD

=

2.2343

CF

=

1.101855149

fed

=

0.492386

Ffd

=

1535.099959 N

bh

=

0.39232 m

amin

=

4.76536 m

Clearancce check

=

OK

Clasheff

=

FALSE

v1

=

3.016

k

=

1.907

v2

=

2.35

v3

=

0.2

Fv

=

εst

=

3.739

εpi

=

167.655

j

=

5.948

j <

η

1

11429.405 N


=

1535.099959 0

j

0.229

>= 1

ξ =

PINCH FORCE

as/ds

=

14.16

v41

=

0.2704

Ve

=

1.5073

Fpi

=

1089.059493 N

v41

40410 53880

1066.51125

-9.3057E-05

if r > 0.6 ^ δm>=70

Sub-conductor Clash

3.8

here r= δm =

1.318551492 118.5753479

3.739018741

1.902659702

13.16

2700.410773 N


2.21E+10 1.286416 6.9E+10 0.946931 893225.5 < 5.00E+07 1.607806 0.028058

1.964595 5.81255

1535.1 0 δ1 52.82303 δm

2.00E-07 6.25E+08 2.222222

118.5753

108.2344 0.018224 0.64119

Conductor Designation

Main Bus

Transfer Bus

132kV Jack Bus

ZEBRA

ZEBRA

ZEBRA

44.8 m

44.8 m

30.4 m

3m

3m

3m

stringing Height

8.5 m

8.5 m

12 m

spacer span

2.5 m

2.5 m

2.5 m

Distance between Support Phase spacing

No of conductor

4 nos

2 nos

2 nos

Distance between subconductors

0.25 m

0.25 m

0.25 m

Static Tension/phase

1500 Kg

1500 Kg

1500 Kg

Tensile force during S/C

1843 Kg

2052 Kg

1733 Kg

0 Kg

2381 Kg

1995 Kg

Pinch Force during S/C

2712 Kg

2608 Kg

2459 Kg

Sag due to Tension clamp

0.553 m

0.499 m

0.477 m

Sag due to Conductor

1.787 m

1.284 m

0.628 m

Total Maximum sag

2.340 m

1.783 m

1.105 m

Total Swing

1.548 m

1.278 m

0.7 m

Drop force after S/C

132kV

400kV Interconn-1

Interconn-2

Main Bus

Jack Bus

ZEBRA

ZEBRA

BULL

MOOSE

66.5 m

42.5 m

48 m

52.5 m

4.5 m

3m

6m

6m

18 m

12 m

16 m

24 m

2.5 m

2.5 m

3.5 m

3.5 m

2 nos

2 nos

2 nos

2 nos

0.25 m

0.25 m

0.45 m

0.45 m

1500 Kg

1500 Kg

4000 Kg

4000 Kg

2050 Kg

1999.36 Kg

4225.22 Kg

4317 Kg

3059 Kg

2304.74 Kg

5001 Kg

5014 Kg

2772 Kg

2586.32 Kg

5097 Kg

5337 Kg

0.907 m

0.426 m

0.976 m

0.896 m

11.294 m

1.001 m

0.96 m

0.962 m

12.201 m

1.427 m

1.936 m

1.858 m

-0.286 m

0.919 m

1.437 m

1.419 m


Fst As E aph

= = = = = = = =

as

=

0.45 m

ds

=

38.25 mm

ls

=

3.5 m

m'c

=

2.7327 kg/m

amin.req

=

μ0

=

1.25664E-06

F'

=

48.4375

r

=

0.451855683

δ1

=

24.316102

fes

=

0.787006452

T

=

1.592010473

Tres

=

1.53704016

=

3.00E+10

N

=

2.18E-07

ζ

=

0.0838

Tk1

=

0.6368

Tk1/Tres

=

0.414305498

δend

=

45.19178058

χ

=

0.679422109

δm

=

57.2014989

l lc nc

During SC

50000 48 37.2 4 39228 865 5.51E+10 6

50%.Clph.ph


Stress Factor

N mm2 N/m2 m

2m

CALC :

bc

A m m

Tensile Force

Drop Force

ϕ

=

0.292045264

ψ

=

0.152173694

Ftd1

=

40971.35535 N

εela

=

3.800E-04

εth

=

2.17E-05

CD

=

1.2491

CF

=

1.05

fed

=

1.032225

Ffd

=

0N

bh

=

0.42504 m

amin

=

4.69992 m

Clearancce check

=

OK

Clasheff

=

FALSE

v1

=

5.197

k

=

1.907

v2

=

2.25

v3

=

Fv

=

#REF! N

εst

=

0.463

εpi

=

#REF!

j

=

#REF!

j >= 1 j < 1


η

=

#REF!

0.18 -1.1104921

PINCH FORCE

as/ds

=

11.76

v41

=

0.1972

Ve

=

4.3613

Fpi

=

51190.55329 N

5218.201151


3.00E+10 1.047544 5.51E+10 0.988754 11337572 < 5.00E+07 20.40763 0.348697

0.292045 3.895039 -7.5505E-05

51848.05 0 δ1

24.3161

δm

57.2015

2.00E-07 1.56E+08 6.666667

1.080776 238.1497 0.0589


Fst As E aph

= = = = = = = =

as

=

0.25 m

ds

=

28.62 mm

ls

=

2.5 m

m'c

=

2.0066 kg/m

amin.req

=

μ0

=

1.25664E-06

F'

=

43.07871094

r

=

0.547274023

δ1

=

28.69074251

fes

=

1.00683368

T

=

1.800676271

Tres

=

1.713341308

=

3.65E+10

N

=

2.37E-07

ζ

=

0.2893

Tk1

=

0.7203

Tk1/Tres

=

0.420389391

δend

=

53.86637333

χ

=

0.557997447

δm

=

66.08257929

l lc nc

During SC

31500 44.8 38.9 4 19614 484.5 7.04E+10 3

50%.Clph.ph


Stress Factor

N mm2 N/m2 m

0.65 m

CALC :

bc

A m m

Tensile Force

Drop Force

ϕ

=

0.419880072

ψ

=

0.454359583

Ftd1

=

23355.89095 N

εela

=

8.881E-04

εth

=

3.06E-05

CD

=

1.2969

CF

=

1.05

fed

=

1.371096

Ffd

=

0N

bh

=

0.65824 m

amin

=

1.43352 m

Clearancce check

=

OK

Clasheff

=

FALSE

v1

=

3.863

k

=

1.907

v2

=

2.292

v3

=

0.367

Fv

=

2324.990 N

εst

=

0.445

εpi

=

0.421

j

=

0.540

j >= 1 j < 1


η

=

32011.43691 0

0.301 -1.1104921

PINCH FORCE

as/ds

=

8.74

v41

=

0.3634

Ve

=

2.5658

Fpi

=

29854.53735 N

3043.275978

15.56


3.65E+10 1.067689 7.04E+10 0.984344 10120743 < 5.00E+07 18.21734 0.312622

0.41988 4.320635 0.232115196

if r > 0.6 ^ δm>=70

here r= δm =

0.547274 66.08258 δ1 28.69074 δm

66.08258

2.00E-07 62015625 12

8.73515

0.67502

-0.567

0.28

1.482095 30.45608 0.100082


Fst As E aph

= = = = = = = =

as

=

0.25 m

ds

=

28.62 mm

ls

=

2.5 m

m'c

=

1.9023 kg/m

amin.req

=

μ0

=

1.25664E-06

F'

=

49.6125

r

=

1.329711266

δ1

=

53.05526177

fes

=

T

=

0.695028164

Tres

=

0.569314052

=

2.12E+10

N

=

3.17E-06

ζ

=

5.7989

Tk1

=

0.2780

Tk1/Tres

=

0.488326724

δend

=

105.967881

χ

=

-0.32971127

δm

=

119.2512514

l lc nc

During SC

31500 3.2 3.2 2 318.3849088 485 6.90E+10 3

50%.Clph.ph

A m m N mm2 N/m2 m

0.65 m

CALC :

bc


Stress Factor

0.15 m

0.15

Tensile Force

Drop Force

ϕ

=

1.991311295

ψ

=

0.824040031

Ftd1

=

840.8291438 N

εela

=

1.658E-03

εth

=

4.05E-05

CD

=

1.1357

CF

=

1.102971127

fed

=

0.187902

Ffd

=

2152.275156 N

bh

=

0.15017 m

amin

=

2.44965 m

Clearancce check

=

OK

Clasheff

=

FALSE

v1

=

2.303

k

=

1.907

v2

=

2.45

v3

=

0.25

Fv

=

4864.491 N

εst

=

0.193

εpi

=

16.675

j

=

3.738

j <

η

1


=

2152.275156 0

j

0.229

>= 1

ξ =

PINCH FORCE

as/ds

=

8.74

v41

=

0.2544

Ve

=

#NUM!

Fpi

=

#NUM!

v41

N

3470 353.7206932

704.575

40410 53880

318.3849088

0.000296459

if r > 0.6 ^ δm>=70

Sub-conductor Clash

4

here r= δm =

1.329711266 119.2512514

3.739018741

1.902659702

7.74

#NUM!

N

2230 227.3190622

704.5751


2.12E+10 1.289872 6.9E+10 0.946463 328231.9 < 5.00E+07 0.590817 0.010312

1.991311 5.816319

2152.275 0 δ1 53.05526 δm

2.00E-07 2.48E+08 4

119.2513

14.12288 0.015625 0.559317


Fst As E aph

= = = = = = = =

as

=

0.45 m

ds

=

31.77 mm

ls

=

3.5 m

m'c

=

2.2644 kg/m

amin.req

=

μ0

=

1.25664E-06

F'

=

62.5

r

=

1.407205434

δ1

=

54.60132153

fes

=

T

=

0.695028164

Tres

=

0.560778408

=

2.18E+10

N

=

2.12E-06

ζ

=

1.4393

Tk1

=

0.2780

Tk1/Tres

=

0.495759576

δend

=

109.1832643

χ

=

-0.40720543

δm

=

124.029405

l lc nc

During SC

50000 4.8 4.8 2 852.7539552 597 6.90E+10 6

50%.Clph.ph

A m m N mm2 N/m2 m

0.65 m

CALC :

bc


Stress Factor

0.15 m

0.15

Tensile Force

Drop Force

ϕ

=

2.17900031

ψ

=

0.824040031

Ftd1

=

2383.944872 N

εela

=

3.249E-03

εth

=

6.64E-05

CD

=

1.5077

CF

=

1.110720543

fed

=

0.251189

Ffd

=

3058.61999 N

bh

=

0.20475 m

amin

=

5.14049 m

Clearancce check

=

OK

Clasheff

=

FALSE

v1

=

2.919

k

=

1.907

v2

=

2.45

v3

=

0.25

Fv

=

9532.610 N

εst

=

0.190

εpi

=

8.891

j

=

2.733

j <

η

1


=

3058.61999 0

j

0.229

>= 1

ξ =

PINCH FORCE

as/ds

=

14.16

v41

=

0.2704

Ve

=

#NUM!

Fpi

=

#NUM!

v41

N

3470 353.7206932

704.575

40410 53880

852.7539552

4.927014709

if r > 0.6 ^ δm>=70

Sub-conductor Clash

4

here r= δm =

1.407205434 124.029405

3.739018741

1.902659702

13.16

#NUM!

N

2230 227.3190622

704.5751


2.18E+10 1.3139 6.9E+10 0.943298 714199.3 < 5.00E+07 1.285559 0.022435

2.179 5.838823

3058.62 0 δ1 54.60132 δm

2.00E-07 6.25E+08 2.222222

124.0294

7.174486 0.015625 0.64119


Fst As E aph

= = = = = = = =

as

=

0.45 m

ds

=

31.77 mm

ls

=

3.5 m

m'c

=

2.2540 kg/m

amin.req

=

μ0

=

1.25664E-06

F'

=

62.5

r

=

1.413708713

δ1

=

54.72596611

fes

=

T

=

1.390056329

Tres

=

1.120145219

=

2.10E+10

N

=

5.72E-05

ζ

=

2.9164

Tk1

=

0.5560

Tk1/Tres

=

0.496384328

δend

=

109.4378107

χ

=

-0.41370871

δm

=

124.4380243

l lc nc

During SC

50000 5 5 2 230.2601875 597 6.90E+10 6

50%.Clph.ph

A m m N mm2 N/m2 m

2m

CALC :

bc


Stress Factor

0.6 m

0.6

Tensile Force

Drop Force

ϕ

=

2.194915873

ψ

=

0.717396923

Ftd1

=

592.8338411 N

εela

=

2.073E-02

εth

=

1.33E-04

CD

=

1.2423

CF

=

1.111370871

fed

=

0.828411

Ffd

=

1143.591787 N

bh

=

0.67631 m

amin

=

4.19737 m

Clearancce check

=

OK

Clasheff

=

FALSE

v1

=

2.913

k

=

1.907

v2

=

2.4

v3

=

0.2

Fv

=

εst

=

1.383

εpi

=

293.394

j

=

11.096

j <

η

1

11672.584 N


=

1143.591787 0

j

0.229

>= 1

ξ =

PINCH FORCE

as/ds

=

14.16

v41

=

0.2704

Ve

=

0.9384

Fpi

=

v41

238.4526581 N

3470 353.7206932

704.575

40410 53880

230.2601875

0.000243719

if r > 0.6 ^ δm>=70

Sub-conductor Clash

6.5

here r= δm =

1.413708713 124.4380243

3.739018741

1.902659702

13.16

1245.707244 N

2230 227.3190622

704.5751


2.10E+10 1.315917 6.9E+10 0.943039 192847.7 < 5.00E+07 0.347126 0.006058

2.194916 5.840514

1143.592 0 δ1 54.72597 δm

2.00E-07 6.25E+08 2.222222

124.438

189.409 0.003641 0.64119

SCF calculation

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