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(1)

SCF CALCULATION

INPUT : Ik3 = 31500 A l = 44.8 m lc = 38.9 m nc = 4 Fst = 14710.5 N As = 484.5 mm2 E = 6.90E+10 N/m2 aph = 3 m as = 0.25 m ds = 28.62 mm ls = 2.5 m m'c = 2.0259 kg/m During SC amin.req = 50%.Clph.ph 0.65 m CALC : μ0 = 1.25664E-06 F' = 43.07871094 r = 0.542065653 δ1 = 28.46060016 bc fes = 1.355343621 T = 2.089207048 Tres = 1.989548094

Eff. Young Modulus =Eeff = 3.21E+10

N = 2.39E-07 Stress Factor ζ = 0.6934 Tk1 = 0.8357 Tk1/Tres = 0.420036501 δend = 53.40395801 χ = 0.564797896 δm = 65.61174198

(2)

ϕ = 0.41240627 ψ = 0.544 Tensile Force Ftd1 = 18010.78612 N εela = 7.897E-04 εth = 3.55E-05 CD = 1.1568 CF = 1.05 fed = 1.646199 Drop Force Ffd = 0 N 30686.8104 0 bh = 0.78450m 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 Sub-conductor Clash j < 1 Sub-conductor do not Clash

(3)

as/ds = 8.74

v41 = 0.4776

Ve = 2.0428

(4)
(5)
(6)
(7)
(8)
(9)
(10)

Rough Not to be deleted

3.21E+10 1.066522 6.9E+10 0.984594

7590557 < 5.00E+07 13.663 0.236211

(11)

0.412406 4.298688 30686.81 0 δ1 28.4606 δm 65.61174 2.00E-07 62015625 12

(12)

1.494241 14.08538 0.124968

(13)

SCF CALCULATION

INPUT : Ik3 = 31500 A l = 44.8 m lc = 38.9 m nc = 2 Fst = 14710.5 N As = 484.5 mm2 E = 6.90E+10 N/m2 aph = 3 m as = 0.25 m ds = 28.62 mm ls = 2.5 m m'c = 1.9680 kg/m During SC amin.req = 50%.Clph.ph 0.65 m CALC : μ0 = 1.25664E-06 F' = 43.07871094 r = 1.115993822 δ1 = 48.13767997 bc fes = 0.658323739 T = 1.456050816 Tres = 1.244302473

Eff. Young Modulus =Eeff = 4.29E+10

N = 2.47E-07 Stress Factor ζ = 0.1583 Tk1 = 0.5824 Tk1/Tres = 0.468069733 δend = 95.30983651 χ = -0.11599382 δm = 106.6609505

(14)

ϕ = 1.495439899 ψ = 0.246 Tensile Force Ftd1 = 20122.17249 N εela = 1.338E-03 εth = 8.88E-05 CD = 1.8650 CF = 1.081599382 fed = 1.327945 Drop Force Ffd = 23354.81238 N 23354.81238 0 bh = 0.98899m 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 Sub-conductor Clash j < 1 Sub-conductor do not Clash

(15)

as/ds = 8.74

v41 = 0.6723

Ve = 2.4956

(16)
(17)

if r > 0.6 ^ δm>=70 here r= 1.115993822 δm = 106.6609505

(18)
(19)
(20)
(21)
(22)

Rough Not to be deleted

4.29E+10 1.224124 6.9E+10 0.955928

15181115 < 5.00E+07 27.32601 0.459053

(23)

1.49544 5.697194 23354.81 0 δ1 48.13768 δm 106.661 2.00E-07 2.48E+08 4

(24)

1.107175 23.53838 0.162402

(25)

SCF CALCULATION

INPUT : Ik3 = 31500 A l = 30.4 m lc = 24.5 m nc = 2 Fst = 14710.5 N As = 484.5 mm2 E = 6.90E+10 N/m2 aph = 3 m as = 0.25 m ds = 28.62 mm ls = 2.5 m m'c = 1.9516 kg/m During SC amin.req = 50%.Clph.ph 0.65 m CALC : μ0 = 1.25664E-06 F' = 39.98375822 r = 1.04453719 δ1 = 46.24790565 bc fes = 0.300600329 T = 0.983901222 Tres = 0.85289659

Eff. Young Modulus =Eeff = 4.29E+10

N = 3.53E-07 Stress Factor ζ = 0.0502 Tk1 = 0.3936 Tk1/Tres = 0.461439866 δend = 91.14506615 χ = -0.04453719 δm = 102.5526374

(26)

ϕ = 1.33814724 ψ = 0.116 Tensile Force Ftd1 = 16993.93854 N εela = 8.061E-04 εth = 6.08E-05 CD = 2.0797 CF = 1.074453719 fed = 0.671689 Drop Force Ffd = 19568.4789 N 19568.4789 0 bh = 0.48519m 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 Sub-conductor Clash j < 1 Sub-conductor do not Clash

(27)

as/ds = 8.74

v41 = 0.7637

Ve = 2.6580

(28)
(29)

if r > 0.6 ^ δm>=70 here r= 1.04453719 δm = 102.5526374

(30)
(31)
(32)
(33)
(34)

Rough Not to be deleted

4.29E+10 1.202518 6.9E+10 0.95932

15181115 < 5.00E+07 27.32601 0.459053

(35)

1.338147 5.624503 19568.48 0 δ1 46.24791 δm 102.5526 2.00E-07 2.48E+08 4

(36)

1.574804 17.48898 0.178164

(37)

SCF CALCULATION

INPUT : Ik3 = 31500 A l = 66.5 m lc = 60.6 m nc = 2 Fst = 14710.5 N As = 484.5 mm2 E = 6.90E+10 N/m2 aph = 4.5 m as = 0.25 m ds = 28.62 mm ls = 2.5 m m'c = 1.9774 kg/m During SC amin.req = 50%.Clph.ph 0.65 m CALC : μ0 = 1.25664E-06 F' = 30.14052632 r = 0.777109651 δ1 = 37.85112402 bc fes = 1.457452462 T = 2.166476454 Tres = 1.979055811

Eff. Young Modulus =Eeff = 4.29E+10

N = 1.74E-07 Stress Factor ζ = 0.4991 Tk1 = 0.8666 Tk1/Tres = 0.43788082 δend = 72.85556183 χ = 0.257421471 δm = 85.0828838

(38)

ϕ = 0.79935451 ψ = 0.458 Tensile Force Ftd1 = 20096.07827 N εela = 9.395E-04 εth = 1.41E-04 CD = 1.3578 CF = 1.05 fed = 2.077909 Drop Force Ffd = 29996.33288 N 29996.33288 0 bh = 1.27503m 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 Sub-conductor Clash j < 1 Sub-conductor do not Clash

(39)

as/ds = 8.74

v41 = 0.5921

Ve = 2.3613

(40)
(41)

if r > 0.6 ^ δm>=70 here r= 0.777109651 δm = 85.0828838

(42)
(43)
(44)
(45)
(46)

Rough Not to be deleted

4.29E+10 1.125367 6.9E+10 0.972751

15181115 < 5.00E+07 27.32601 0.459053

(47)

0.799355 5.117789 29996.33 0 δ1 37.85112 δm 85.08288 2.00E-07 2.48E+08 4

(48)

0.782639 32.13682 0.147678

(49)

SCF CALCULATION

INPUT : Ik3 = 31500 A l = 42.5 m lc = 36.6 m nc = 2 Fst = 14710.5 N As = 484.5 mm2 E = 6.90E+10 N/m2 aph = 3 m as = 0.25 m ds = 28.62 mm ls = 2.5 m m'c = 1.9653 kg/m During SC amin.req = 50%.Clph.ph 0.65 m CALC : μ0 = 1.25664E-06 F' = 42.72511765 r = 1.108400146 δ1 = 47.9431828 bc fes = 0.591625837 T = 1.380321778 Tres = 1.181376044

Eff. Young Modulus =Eeff = 4.29E+10

N = 2.59E-07 Stress Factor ζ = 0.1354 Tk1 = 0.5521 Tk1/Tres = 0.46736068 δend = 94.8817124 χ = -0.10840015 δm = 106.2230992

(50)

ϕ = 1.47849952 ψ = 0.225 Tensile Force Ftd1 = 19604.13012 N εela = 1.269E-03 εth = 8.43E-05 CD = 1.9024 CF = 1.080840015 fed = 1.216514 Drop Force Ffd = 22602.31805 N 22602.31805 0 bh = 0.90324m 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 Sub-conductor Clash j < 1 Sub-conductor do not Clash

(51)

as/ds = 8.74

v41 = 0.6823

Ve = 2.5202

(52)
(53)

if r > 0.6 ^ δm>=70 here r= 1.108400146 δm = 106.2230992

(54)
(55)
(56)
(57)
(58)

Rough Not to be deleted

4.29E+10 1.221816 6.9E+10 0.956283

15181115 < 5.00E+07 27.32601 0.459053

(59)

1.4785 5.690457 22602.32 0 δ1 47.94318 δm 106.2231 2.00E-07 2.48E+08 4

(60)

1.160789 22.72679 0.164171

(61)

SCF CALCULATION

INPUT : Ik3 = 50000 A l = 48 m lc = 37.2 m nc = 2 Fst = 39228 N As = 865 mm2 E = 5.40E+10 N/m2 aph = 6 m as = 0.45 m ds = 38.25 mm ls = 3.5 m m'c = 2.7360 kg/m During SC amin.req = 50%.Clph.ph 2 m CALC : μ0 = 1.25664E-06 F' = 48.4375 r = 0.902601482 δ1 = 42.06945629 bc fes = 0.393987097 T = 1.12641331 Tres = 1.00430986

Eff. Young Modulus =Eeff = 4.09E+10

N = 2.22E-07 Stress Factor ζ = 0.0206 Tk1 = 0.4506 Tk1/Tres = 0.448631784 δend = 81.96665042 χ = 0.106255842 δm = 93.90047418

(62)

ϕ = 1.041312277 ψ = 0.054 Tensile Force Ftd1 = 41433.82429 N εela = 4.907E-04 εth = 5.66E-05 CD = 2.0116 CF = 1.060260148 fed = 0.840300 Drop Force Ffd = 49054.1896 N 49054.1896 0 bh = 0.56303m 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 Sub-conductor Clash j < 1 Sub-conductor do not Clash

(63)

as/ds = 11.76

v41 = 0.2651

Ve = 4.9436

PINCH FORCE Fpi = 49980.35875 N

(64)
(65)

if r > 0.6 ^ δm>=70 here r= 0.902601482 δm = 93.90047418

(66)
(67)
(68)
(69)
(70)

Rough Not to be deleted

4.09E+10 1.160648 5.4E+10 0.966339

22675145 < 5.00E+07 40.81526 0.653622

(71)

1.041312 5.407394 49054.19 0 δ1 42.06946 δm 93.90047 2.00E-07 6.25E+08 2.222222

(72)

0.718665 363.6286 0.076516

(73)

SCF CALCULATION

INPUT : Ik3 = 50000 A l = 52.5 m lc = 41.7 m nc = 2 Fst = 39228 N As = 597 mm2 E = 6.90E+10 N/m2 aph = 6 m as = 0.45 m ds = 31.77 mm ls = 3.5 m m'c = 2.3337 kg/m During SC amin.req = 50%.Clph.ph 2 m CALC : μ0 = 1.25664E-06 F' = 49.64285714 r = 1.084523166 δ1 = 47.32195509 bc fes = 0.402022527 T = 1.137842022 Tres = 0.978498844

Eff. Young Modulus =Eeff = 6.22E+10

N = 2.04E-07 Stress Factor ζ = 0.0195 Tk1 = 0.4551 Tk1/Tres = 0.465137809 δend = 93.51316544 χ = -0.08452317 δm = 104.8486056

(74)

ϕ = 1.425575044 ψ = 0.056 Tensile Force Ftd1 = 42359.65764 N εela = 6.387E-04 εth = 1.16E-04 CD = 2.4136 CF = 1.078452317 fed = 1.046428 Drop Force Ffd = 49170.57053 N 49170.57053 0 bh = 0.76931m amin = 4.01139 m Clearancce check = OK Clasheff = FALSE v1 = 2.964 k = 1.907 v2 = 2.503 v3 = 0.197 Fv = 12358.916 N εst = 0.840 εpi = 1.108 j = 0.776 j >= 1 Sub-conductor Clash j < 1 Sub-conductor do not Clash

(75)

as/ds = 14.16

v41 = 0.3154

Ve = 4.2253

(76)
(77)

if r > 0.6 ^ δm>=70 here r= 1.084523166 δm = 104.8486056

(78)
(79)
(80)
(81)
(82)

Rough Not to be deleted

6.22E+10 1.214575 6.9E+10 0.957409

32854271 < 5.00E+07 59.13769 0.858403

(83)

1.425575 5.667798 49170.57 0 δ1 47.32196 δm 104.8486 2.00E-07 6.25E+08 2.222222

(84)

0.704544 225.6946 0.088849

(85)

SCF CALCULATION

INPUT : Ik3 = 50000 A l = 6 m lc = 6 m nc = 2 Fst = 1066.51125 N As = 597 mm2 E = 6.90E+10 N/m2 aph = 6 m as = 0.45 m ds = 31.77 mm ls = 3.5 m m'c = 2.4167 kg/m During SC amin.req = 50%.Clph.ph 2 m CALC : μ0 = 1.25664E-06 F' = 62.5 r = 1.318551492 δ1 = 52.82302914 bc fes = 0.2 m 0.2 T = 0.802549396 Tres = 0.658828166

Eff. Young Modulus =Eeff = 2.21E+10

N = 3.33E-04 Stress Factor ζ = 0.0083 Tk1 = 0.3210 Tk1/Tres = 0.487258704 δend = 105.4768786 χ = -0.31855149 δm = 118.5753479

(86)

ϕ = 1.964594881 ψ = 0.029190856 Tensile Force Ftd1 = 1127.673758 N εela = 2.039E-02 εth = 7.80E-05 CD = 2.8121 CF = 1.101855149 fed = 0.619705 Drop Force Ffd = 1307.615079 N 1307.615079 0 bh = 0.49376m 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 < 1 Sub-conductor do not Clash j >= 1

(87)

as/ds = 14.16 v41

v41 = 0.2704

Ve = 2.6025

(88)
(89)

9.60856E-05

if r > 0.6 ^ δm>=70 here r= 1.318551492 δm = 118.5753479

Sub-conductor Clash 37.50002396 5.228819612

(90)

13.16

(91)
(92)
(93)
(94)

Rough Not to be deleted

2.21E+10 1.286416 6.9E+10 0.946931

893225.5 < 5.00E+07 1.607806 0.028058

(95)

1.964595 5.81255 1307.615 0 δ1 52.82303 δm 118.5753 2.00E-07 6.25E+08 2.222222

(96)

966.2104 0.007539 0.64119

(97)

SCF CALCULATION

INPUT : Ik3 = 50000 A l = 6 m lc = 6 m nc = 2 Fst = 1066.51125 N As = 597 mm2 E = 6.90E+10 N/m2 aph = 6 m as = 0.45 m ds = 31.77 mm ls = 3.5 m m'c = 2.4167 kg/m During SC amin.req = 50%.Clph.ph 2 m CALC : μ0 = 1.25664E-06 F' = 62.5 r = 1.318551492 δ1 = 52.82302914 bc fes = 0.2 m 0.2 T = 0.802549396 Tres = 0.658828166

Eff. Young Modulus =Eeff = 2.21E+10

N = 3.34E-05 Stress Factor ζ = 0.0833 Tk1 = 0.3210 Tk1/Tres = 0.487258704 δend = 105.4768786 χ = -0.31855149 δm = 118.5753479

(98)

ϕ = 1.964594881 ψ = 0.168061078 Tensile Force Ftd1 = 1418.643332 N εela = 1.175E-02 εth = 7.80E-05 CD = 2.2343 CF = 1.101855149 fed = 0.492386 Drop Force Ffd = 1535.099959 N 1535.099959 0 bh = 0.39232m amin = 4.76536 m Clearancce check = OK Clasheff = FALSE v1 = 3.016 k = 1.907 v2 = 2.35 v3 = 0.2 Fv = 11429.405 N εst = 3.739 εpi = 167.655 j = 5.948

j < 1 Sub-conductor do not Clash j >= 1

(99)

as/ds = 14.16 v41

v41 = 0.2704

Ve = 1.5073

(100)

40410 53880

(101)

-9.3057E-05

if r > 0.6 ^ δm>=70 here r= 1.318551492 δm = 118.5753479

Sub-conductor Clash 3.739018741 1.902659702

(102)

13.16

(103)
(104)
(105)
(106)

Rough Not to be deleted

2.21E+10 1.286416 6.9E+10 0.946931

893225.5 < 5.00E+07 1.607806 0.028058

(107)

1.964595 5.81255 1535.1 0 δ1 52.82303 δm 118.5753 2.00E-07 6.25E+08 2.222222

(108)

108.2344 0.018224 0.64119

(109)

Conductor Designation

Distance between Support 44.8 m 44.8 m 30.4 m

Phase spacing 3 m 3 m 3 m

stringing Height 8.5 m 8.5 m 12 m

spacer span 2.5 m 2.5 m 2.5 m

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

Drop force after S/C 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 2.340m 1.783 m 1.105 m

Total Swing 1.548 m 1.278 m 0.7 m

132kV Main Bus

ZEBRA ZEBRA ZEBRA

(110)

66.5 m 42.5 m 48 m 52.5 m

4.5 m 3 m 6 m 6 m

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 400kV 132kV

ZEBRA ZEBRA BULL MOOSE

(111)

SCF CALCULATION

INPUT : Ik3 = 50000 A l = 48 m lc = 37.2 m nc = 4 Fst = 39228 N As = 865 mm2 E = 5.51E+10 N/m2 aph = 6 m as = 0.45 m ds = 38.25 mm ls = 3.5 m m'c = 2.7327 kg/m During SC amin.req = 50%.Clph.ph 2 m CALC : μ0 = 1.25664E-06 F' = 48.4375 r = 0.451855683 δ1 = 24.316102 bc fes = 0.787006452 T = 1.592010473 Tres = 1.53704016

Eff. Young Modulus =Eeff = 3.00E+10

N = 2.18E-07 Stress Factor ζ = 0.0838 Tk1 = 0.6368 Tk1/Tres = 0.414305498 δend = 45.19178058 χ = 0.679422109 δm = 57.2014989

(112)

ϕ = 0.292045264 ψ = 0.152173694 Tensile Force Ftd1 = 40971.35535 N εela = 3.800E-04 εth = 2.17E-05 CD = 1.2491 CF = 1.05 fed = 1.032225 Drop Force Ffd = 0 N bh = 0.42504m amin = 4.69992 m Clearancce check = OK Clasheff = FALSE v1 = 5.197 k = 1.907 v2 = 2.25 v3 = #REF! Fv = #REF! N εst = 0.463 εpi = #REF! j = #REF! j >= 1 Sub-conductor Clash j < 1 Sub-conductor do not Clash

η = 0.18

(113)

as/ds = 11.76

v41 = 0.1972

Ve = 4.3613

PINCH FORCE Fpi = 51190.55329 N

(114)

Rough Not to be deleted

3.00E+10 1.047544 5.51E+10 0.988754

11337572 < 5.00E+07 20.40763 0.348697

(115)

0.292045 3.895039 -7.5505E-05 51848.05 0 δ1 24.3161 δm 57.2015 2.00E-07 1.56E+08 6.666667

(116)

1.080776 238.1497 0.0589

(117)

SCF CALCULATION

INPUT : Ik3 = 31500 A l = 44.8 m lc = 38.9 m nc = 4 Fst = 19614 N As = 484.5 mm2 E = 7.04E+10 N/m2 aph = 3 m as = 0.25 m ds = 28.62 mm ls = 2.5 m m'c = 2.0066 kg/m During SC amin.req = 50%.Clph.ph 0.65 m CALC : μ0 = 1.25664E-06 F' = 43.07871094 r = 0.547274023 δ1 = 28.69074251 bc fes = 1.00683368 T = 1.800676271 Tres = 1.713341308

Eff. Young Modulus =Eeff = 3.65E+10

N = 2.37E-07 Stress Factor ζ = 0.2893 Tk1 = 0.7203 Tk1/Tres = 0.420389391 δend = 53.86637333 χ = 0.557997447 δm = 66.08257929

(118)

ϕ = 0.419880072 ψ = 0.454359583 Tensile Force Ftd1 = 23355.89095 N εela = 8.881E-04 εth = 3.06E-05 CD = 1.2969 CF = 1.05 fed = 1.371096 Drop Force Ffd = 0 N 32011.43691 0 bh = 0.65824m 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 Sub-conductor Clash j < 1 Sub-conductor do not Clash

η = 0.301

(119)

as/ds = 8.74

v41 = 0.3634

Ve = 2.5658

PINCH FORCE Fpi = 29854.53735 N

(120)

15.56

Rough Not to be deleted

3.65E+10 1.067689 7.04E+10 0.984344

10120743 < 5.00E+07 18.21734 0.312622

(121)

0.41988 4.320635 0.232115196 if r > 0.6 ^ δm>=70 here r= 0.547274 δm = 66.08258 δ1 28.69074 δm 66.08258 2.00E-07 62015625 8.73515 12 0.28 0.67502 -0.567

(122)

1.482095 30.45608 0.100082

(123)

SCF CALCULATION

INPUT : Ik3 = 31500 A l = 3.2 m lc = 3.2 m nc = 2 Fst = 318.3849088 N As = 485 mm2 E = 6.90E+10 N/m2 aph = 3 m as = 0.25 m ds = 28.62 mm ls = 2.5 m m'c = 1.9023 kg/m During SC amin.req = 50%.Clph.ph 0.65 m CALC : μ0 = 1.25664E-06 F' = 49.6125 r = 1.329711266 δ1 = 53.05526177 bc fes = 0.15 m 0.15 T = 0.695028164 Tres = 0.569314052

Eff. Young Modulus =Eeff = 2.12E+10

N = 3.17E-06 Stress Factor ζ = 5.7989 Tk1 = 0.2780 Tk1/Tres = 0.488326724 δend = 105.967881 χ = -0.32971127 δm = 119.2512514

(124)

ϕ = 1.991311295 ψ = 0.824040031 Tensile Force Ftd1 = 840.8291438 N εela = 1.658E-03 εth = 4.05E-05 CD = 1.1357 CF = 1.102971127 fed = 0.187902 Drop Force Ffd = 2152.275156 N 2152.275156 0 bh = 0.15017m 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 < 1 Sub-conductor do not Clash j >= 1

(125)

as/ds = 8.74 v41

v41 = 0.2544

Ve = #NUM!

PINCH FORCE Fpi = #NUM! N

3470 353.7206932

(126)

40410 53880

(127)

0.000296459

if r > 0.6 ^ δm>=70 here r= 1.329711266 δm = 119.2512514

Sub-conductor Clash 3.739018741 1.902659702

(128)

7.74

#NUM! N

2230 227.3190622

(129)
(130)
(131)
(132)

Rough Not to be deleted

2.12E+10 1.289872 6.9E+10 0.946463

328231.9 < 5.00E+07 0.590817 0.010312

(133)

1.991311 5.816319 2152.275 0 δ1 53.05526 δm 119.2513 2.00E-07 2.48E+08 4

(134)

14.12288 0.015625 0.559317

(135)

SCF CALCULATION

INPUT : Ik3 = 50000 A l = 4.8 m lc = 4.8 m nc = 2 Fst = 852.7539552 N As = 597 mm2 E = 6.90E+10 N/m2 aph = 6 m as = 0.45 m ds = 31.77 mm ls = 3.5 m m'c = 2.2644 kg/m During SC amin.req = 50%.Clph.ph 0.65 m CALC : μ0 = 1.25664E-06 F' = 62.5 r = 1.407205434 δ1 = 54.60132153 bc fes = 0.15 m 0.15 T = 0.695028164 Tres = 0.560778408

Eff. Young Modulus =Eeff = 2.18E+10

N = 2.12E-06 Stress Factor ζ = 1.4393 Tk1 = 0.2780 Tk1/Tres = 0.495759576 δend = 109.1832643 χ = -0.40720543 δm = 124.029405

(136)

ϕ = 2.17900031 ψ = 0.824040031 Tensile Force Ftd1 = 2383.944872 N εela = 3.249E-03 εth = 6.64E-05 CD = 1.5077 CF = 1.110720543 fed = 0.251189 Drop Force Ffd = 3058.61999 N 3058.61999 0 bh = 0.20475m 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 < 1 Sub-conductor do not Clash j >= 1

(137)

as/ds = 14.16 v41

v41 = 0.2704

Ve = #NUM!

PINCH FORCE Fpi = #NUM! N

3470 353.7206932

(138)

40410 53880

(139)

4.927014709

if r > 0.6 ^ δm>=70 here r= 1.407205434 δm = 124.029405

Sub-conductor Clash 3.739018741 1.902659702

(140)

13.16

#NUM! N

2230 227.3190622

(141)
(142)
(143)
(144)

Rough Not to be deleted

2.18E+10 1.3139 6.9E+10 0.943298

714199.3 < 5.00E+07 1.285559 0.022435

(145)

2.179 5.838823 3058.62 0 δ1 54.60132 δm 124.0294 2.00E-07 6.25E+08 2.222222

(146)

7.174486 0.015625 0.64119

(147)

SCF CALCULATION

INPUT : Ik3 = 50000 A l = 5 m lc = 5 m nc = 2 Fst = 230.2601875 N As = 597 mm2 E = 6.90E+10 N/m2 aph = 6 m as = 0.45 m ds = 31.77 mm ls = 3.5 m m'c = 2.2540 kg/m During SC amin.req = 50%.Clph.ph 2 m CALC : μ0 = 1.25664E-06 F' = 62.5 r = 1.413708713 δ1 = 54.72596611 bc fes = 0.6 m 0.6 T = 1.390056329 Tres = 1.120145219

Eff. Young Modulus =Eeff = 2.10E+10

N = 5.72E-05 Stress Factor ζ = 2.9164 Tk1 = 0.5560 Tk1/Tres = 0.496384328 δend = 109.4378107 χ = -0.41370871 δm = 124.4380243

(148)

ϕ = 2.194915873 ψ = 0.717396923 Tensile Force Ftd1 = 592.8338411 N εela = 2.073E-02 εth = 1.33E-04 CD = 1.2423 CF = 1.111370871 fed = 0.828411 Drop Force Ffd = 1143.591787 N 1143.591787 0 bh = 0.67631m amin = 4.19737 m Clearancce check = OK Clasheff = FALSE v1 = 2.913 k = 1.907 v2 = 2.4 v3 = 0.2 Fv = 11672.584 N εst = 1.383 εpi = 293.394 j = 11.096

j < 1 Sub-conductor do not Clash j >= 1

(149)

as/ds = 14.16 v41 v41 = 0.2704 Ve = 0.9384 PINCH FORCE Fpi = 238.4526581 N 3470 353.7206932 704.5751

(150)

40410 53880

(151)

0.000243719

if r > 0.6 ^ δm>=70 here r= 1.413708713 δm = 124.4380243

Sub-conductor Clash 3.739018741 1.902659702

(152)

13.16

1245.707244 N

2230 227.3190622

(153)
(154)
(155)
(156)

Rough Not to be deleted

2.10E+10 1.315917 6.9E+10 0.943039

192847.7 < 5.00E+07 0.347126 0.006058

(157)

2.194916 5.840514 1143.592 0 δ1 54.72597 δm 124.438 2.00E-07 6.25E+08 2.222222

(158)

189.409 0.003641 0.64119

References

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