Revised Conveyor Belt Cal

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    andys BELT CONVEYOR

    DESIGN COMPUTATION:

    TRANSPORT CAPACITY

    QG =

    Where:

    QG = weight of material per linear meter.

    Lv = belt load (TPH)

    V = velocity (m/s)

    QG =

    = 44.44 Kg/m

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    I.HORIZONTAL CONVEYOR

    #1 , 2 & 5 SEGMENT

    Belt type ST400

    Belt width 1000mm

    Conveyor length 38 m

    Carrying idler dia. 108mm

    Space between carrying idler 0.3m

    Return idler dia (plain) 108mm

    Space between idler 1m

    Weight of belt per linear meter (QB) = 13.5Kg/m

    Weight of carrying idler per linear meter (QC) = 53.3 Kg/m

    Weight of return idler per linear meter (QR) = 12.8 Kg/m

    Total weight of moving parts per meter = 79.6 Kg/m

    CORRECTED LENGTH (LC)

    LC = C * L

    Where:

    C = correction factor = 1.95

    L = conveyor length = 38m

    LC = 1.95(38) = 74.1m

    MOTIONAL RESISTANCE

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    a) Empty belt tension (Tx)

    Tx = g * (Qb + QRC + QRr )* fx * LC

    Where:

    g = local gravity = 9.81m/s

    fx = coefficient of friction = 0.02

    Tx = 9.81(79.6)(0.02)(74.1)

    = 1,157.7 Newton

    b) Tension to move the load horizontally (TY)

    Ty = g * (Qb + QG )* Fy * LC

    Where:

    QG = convey material = 44.44 Kg/m

    Qb = belt weight = 13.5 kg/m

    fY = coefficient of friction = 0.03

    Ty = 9.81(13.5 + 44.44)(0.03)(74.1)

    = 1,262.6 Newton

    c) Special resistance (TS )

    TS = 0.25(TX + TY)

    = 0.25(1,157.7 + 1,262.6)

    = 605 Newton

    d) Effective tension (Te)

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    Te = TX + TYn + Ts

    = 1,157.7 + 1,262.6 + 605

    = 3,025.51 Newton

    e) Slacked side tension to prevent slip (T2)

    T2 = K*Te

    Where;K = 0.50 @ 180 wrap angle

    T2 = 0.50(3,025.51)

    = 1,512.75 Newton

    f) Return side tension (T3)

    T3 = T2 + TX

    = 1,512.75 + 1,157.7

    = 2,670.5 Newton

    g) Maximum tension (T1)

    T1 = Te + T2

    = 3,025.51 + 1,512.75

    = 4,538.26 Newton

    h) Tension to limit sag @ 2% (Tsag)

    Tsag = g*sf*( Qb + QG )*s

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    Where:

    Sf = sag factor = 6.3

    = idler space = 0.3m

    Tsag = 9.81(6.3)(13.5 + 44.44)(0.3)

    = 1,074.5 Newton

    i) Take up (TG)

    TG = 2*T3

    = 2(2,670.5)

    = 5,341 Newton

    j) Unit tension (T)

    T = (T1*Ks)/B

    Where:

    Ks = factor of safety = 8

    B = belt width = 1m

    T = (4,538.26 * 8)/1

    = 36.31 KN/m]

    ABSORBED POWER (PA)

    PA = Te * V

    Where:

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    V = belt speed = 2.5 m/s

    PA = (3,025.51)(2.5)

    = 7,563.7 watts

    MOTOR POWER

    PM = PA/

    Where:

    = efficiency = 0.90

    PM = (7,563.7)/0.90

    = 8.4 KW

    RECOMMENDED POWER: 10KW for # 1,2 & 5 segment

    # 3 & 15 SEGMENT

    Belt type ST400

    Belt width 1000mm

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    Conveyor length 33 m

    Carrying idler dia. 108mm

    Space between carrying idler 0.3m

    Return idler dia (plain) 108mm

    Space between idler 1m

    Weight of belt per linear meter (QB) = 13.5Kg/m

    Weight of carrying idler per linear meter (QC) = 53.3 Kg/m

    Weight of return idler per linear meter (QR) = 12.8 Kg/m

    Total weight of moving parts per meter = 79.6 Kg/m

    CORRECTED LENGTH (LC)

    LC = C * L

    Where:

    C = correction factor = 1.95

    L = conveyor length = 33m

    LC = 1.95(38) = 64.35m

    MOTIONAL RESISTANCE

    a) Empty belt tension (Tx)

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    Tx = g * (Qb + QRC + QRr )* fx * LC

    Where:

    g = local gravity = 9.81m/s

    fx = coefficient of friction = 0.02

    Tx = 9.81(79.6)(0.02)(64.35)

    = 1,005.4 Newton

    b) Tension to move the load horizontally (TY)

    Ty = g * (Qb + QG )* Fy * LC

    Where:

    QG = convey material = 44.44 Kg/m

    Qb = belt weight = 13.5 kg/m

    fY = coefficient of friction = 0.03

    Ty = 9.81(13.5 + 44.44)(0.03)(64.35)

    = 1,096.4 Newton

    c) Special resistance (TS )

    TS = 0.25(TX + TY)

    = 0.25(1,005.4 + 1,096.4)

    = 525.48 Newton

    d) Effective tension (Te)

    Te = TX + TYn + Ts

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    = 1,005.4 + 1,096.4 + 525.48

    = 2,627.4 Newton

    e) Slacked side tension to prevent slip (T2)

    T2 = K*Te

    Where;K = 0.50 @ 180 wrap angle

    T2 = 0.50(2,627.4)

    = 1,313.7 Newton

    f) Return side tension (T3)

    T3 = T2 + TX

    = 1,313.7 + 1,005.4

    = 2,319Newton

    g) Maximum tension (T1)

    T1 = Te + T2

    = 2,627.4 + 1,313.7

    = 3,941 Newton

    h) Tension to limit sag @ 2% (Tsag)

    Tsag = g*sf*( Qb + QG )*s

    Where:

    Sf = sag factor = 6.3

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    = idler space = 0.3m

    Tsag = 9.81(6.3)(13.5 + 44.44)(0.3)

    = 1,074.5 Newton

    i) Take up (TG)

    TG = 2*T3

    = 2(2319)

    = 4,638 Newton

    j) Unit tension (T)

    T = (T1*Ks)/B

    Where:

    Ks = factor of safety = 8

    B = belt width = 1m

    T = (3,941 * 8)/1

    = 31.5 KN/m

    ABSORBED POWER (PA)

    PA = Te * V

    Where:

    V = belt speed = 2.5 m/s

    PA = (2,627)(2.5)

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    = 6,568 watts

    MOTOR POWER

    PM = PA/

    Where:

    = efficiency = 0.90

    PM = (6,568)/0.90

    = 7.3 KW

    RECOOMENDED POWER: 8.5 KW for # 3 segment

    # 4 SEGMENT

    Belt type ST630Belt width 1000mm

    Conveyor length 78 m

    Carrying idler dia. 108mm

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    Space between carrying idler 0.55m

    Return idler dia (plain) 108mm

    Space between idler 1.5m

    Weight of belt per linear meter (QB) = 17.5Kg/m

    Weight of carrying idler per linear meter (QC) = 29 Kg/m

    Weight of return idler per linear meter (QR) = 8.5 Kg/m

    Total weight of moving parts per meter = 55 Kg/m

    CORRECTED LENGTH (LC)

    LC = C * L

    Where:

    C = correction factor = 1.65

    L = conveyor length = 78m

    LC = 1.65(78) = 128.7m

    MOTIONAL RESISTANCE

    a) Empty belt tension (Tx)

    Tx = g * (Qb + QRC + QRr )* fx * LC

    Where:

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    g = local gravity = 9.81m/s

    fx = coefficient of friction = 0.02

    Tx = 9.81(55)(0.02)(128.7)

    = 1,392 Newton

    b) Tension to move the load horizontally (TY)

    Ty = g * (Qb + QG )* Fy * LC

    Where:

    QG = convey material = 44.44 Kg/m

    Qb = belt weight = 17.5 kg/m

    fY = coefficient of friction = 0.03

    Ty = 9.81(17.5 + 44.44)(0.03)(128.7)

    = 2344 Newton

    c) Special resistance (TS )

    TS = 0.25(TX + TY)

    = 0.25(1,392 + 2,344)

    = 934Newton

    d) Effective tension (Te)

    Te = TX + TYn + Ts

    = 1,392 + 2,344.5 + 934

    = 4,670.6 Newton

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    e) Slacked side tension to prevent slip (T2)

    T2 = K*Te

    Where;K = 0.50 @ 180 wrap angle

    T2 = 0.50(4,670.6)

    = 2335.3 Newton

    f) Return side tension (T3)

    T3 = T2 + TX

    = 2,335.3 + 1,392

    = 3,727 Newton

    g) Maximum tension (T1)

    T1 = Te + T2

    = 4,670 + 2,335.3

    = 7,005 Newton

    h) Tension to limit sag @ 2% (Tsag)

    Tsag = g*sf*( Qb + QG )*s

    Where:

    Sf = sag factor = 6.3

    = idler space = 0.55m

    Tsag = 9.81(6.3)(17.5 + 44.44)(0.55)

    = 2,104Newton

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    i) Take up (TG)

    TG = 2*T3

    = 2(3,727)

    = 7,454.5 Newton

    j) Unit tension (T)

    T = (T1*Ks)/B

    Where:

    Ks = factor of safety = 8

    B = belt width = 1m

    T = (7,005 * 8)/1

    = 56 KN/m

    ABSORBED POWER (PA)

    PA = Te * V

    Where:

    V = belt speed = 2.5 m/s

    PA = (4,670.6)(2.5)

    = 11,676 watts

    MOTOR POWER

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    PM = PA/

    Where:

    = efficiency = 0.90

    PM = (11,676)/0.90

    = 12,973 KW

    RECOOMENDED POWER: 15 KW for # 4 segment

    # 6 , 16 & 11 SEGMENT

    Belt type EP200

    Belt width 1000mm

    Conveyor length 15 m

    Carrying idler dia. 108mm

    Space between carrying idler 0.20m

    Return idler dia (plain) 108mm

    Space between idler 0.80m

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    Weight of belt per linear meter (QB) = 9.5Kg/m

    Weight of carrying idler per linear meter (QC) = 80 Kg/m

    Weight of return idler per linear meter (QR) = 16 Kg/m

    Total weight of moving parts per meter = 105.5 Kg/m

    CORRECTED LENGTH (LC)

    LC = C * L

    Where:

    C = correction factor = 1.95

    L = conveyor length = 15m

    LC = 1.95(15) = 29.25m

    MOTIONAL RESISTANCE

    a) Empty belt tension (Tx)

    Tx = g * (Qb + QRC + QRr )* fx * LC

    Where:

    g = local gravity = 9.81m/s

    fx = coefficient of friction = 0.02

    Tx = 9.81(105.5)(0.02)(29.25)

    = 605.45 Newton

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    b) Tension to move the load horizontally (TY)

    Ty = g * (Qb + QG )* Fy * LC

    Where:

    QG = convey material = 44.44 Kg/m

    Qb = belt weight = 9.5 kg/m

    fY = coefficient of friction = 0.03

    Ty = 9.81(9.5 + 44.44)(0.03)(29.25)

    = 464 Newton

    c) Special resistance (TS )

    TS = 0.25(TX + TY)

    = 0.25(605.45 + 464)

    = 267.36Newton

    d) Effective tension (Te)

    Te = TX + TYn + Ts

    = 605.45 + 464 + 267.36

    = 1,336.7 Newton

    e) Slacked side tension to prevent slip (T2)

    T2 = K*Te

    Where;K = 0.50 @ 180 wrap angle

    T2 = 0.50(1,336.7)

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    = 668.4 Newton

    f) Return side tension (T3)

    T3 = T2 + TX

    = 668.4 + 605.45

    = 1,273.8 Newton

    g) Maximum tension (T1)

    T1 = Te + T2

    = 1336.7 + 668.4

    = 2005 Newton

    h) Tension to limit sag @ 2% (Tsag)

    Tsag = g*sf*( Qb + QG )*s

    Where:

    Sf = sag factor = 6.3

    = idler space = 0.2m

    Tsag = 9.81(6.3)(9.5 + 44.44)(0.2)

    = 666.2Newton

    i) Take up (TG)

    TG = 2*T3

    = 2(1,274)

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    = 2,547 Newton

    j) Unit tension (T)

    T = (T1*Ks)/B

    Where:

    Ks = factor of safety = 10

    B = belt width = 1m

    T = (2005 * 10)/1

    = 20.05 KN/m

    ABSORBED POWER (PA)

    PA = Te * V

    Where:

    V = belt speed = 2.5 m/s

    PA = (1,336.7)(2.5)

    = 3,341 watts

    MOTOR POWER

    PM = PA/

    Where:

    = efficiency = 0.90

    PM = (3,341)/0.90

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    = 3.7 KW

    RECOMMENDED POWER: 5 KW for # 6 & 11 segment

    # 7 SEGMENT

    Belt type ST1800

    Belt width 1000mm

    Conveyor length 202 m

    Carrying idler dia. 133mm

    Space between carrying idler 1.20m

    Return idler dia (plain) 133mm

    Space between idler 3m

    Weight of belt per linear meter (QB) = 28Kg/m

    Weight of carrying idler per linear meter (QC) = 20.5 Kg/m

    Weight of return idler per linear meter (QR) = 5.8 Kg/m

    Total weight of moving parts per meter = 54.3 Kg/m

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    CORRECTED LENGTH (LC)

    LC = C * L

    Where:

    C = correction factor = 1.45

    L = conveyor length = 202m

    LC = 1.45(202) = 292.9m

    MOTIONAL RESISTANCE

    a) Empty belt tension (Tx)

    Tx = g * (Qb + QRC + QRr )* fx * LC

    Where:

    g = local gravity = 9.81m/s

    fx = coefficient of friction = 0.02

    Tx = 9.81(54.3)(0.02)(292.9)

    = 3,120.46 Newton

    b) Tension to move the load horizontally (TY)

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    Ty = g * (Qb + QG )* Fy * LC

    Where:

    QG = convey material = 44.44 Kg/m

    Qb = belt weight = 28 kg/m

    fY = coefficient of friction = 0.03

    Ty = 9.81(28 + 44.44)(0.03)(292.9)

    = 6,241 Newton

    c) Special resistance (TS )

    TS = 0.25(TX + TY)

    = 0.25(3,120.5 + 6241)

    = 2,340 Newton

    d) Effective tension (Te)

    Te = TX + TYn + Ts

    = 3,120 + 6,241 + 2,340

    = 11,702 Newton

    e) Slacked side tension to prevent slip (T2)

    T2 = K*Te

    Where;K = 0.50 @ 180 wrap angle

    T2 = 0.50(11,702)

    = 5851 Newton

    f) Return side tension (T3)

    T3 = T2 + TX

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    = 5851 + 3120

    = 8971 Newton

    g) Maximum tension (T1)

    T1 = Te + T2

    = 11,701 + 5851

    = 17,552 Newton

    h) Tension to limit sag @ 2% (Tsag)

    Tsag = g*sf*( Qb + QG )*s

    Where:

    Sf = sag factor = 6.3

    = idler space = 1.2m

    Tsag = 9.81(6.3)(28 + 44.44)(1.2)

    = 5,369 Newton

    i) Take up (TG)

    TG = 2*T3

    = 2(8,971)

    = 17,942 Newton

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    j) Unit tension (T)

    T = (T1*Ks)/B

    Where:

    Ks = factor of safety = 8

    B = belt width = 1m

    T = (17,552 * 8)/1

    = 175 KN/m

    ABSORBED POWER (PA)

    PA = Te * V

    Where:

    V = belt speed = 2.5 m/s

    PA = (11,702)(2.5)

    = 29,254 watts

    MOTOR POWER

    PM = PA/

    Where:

    = efficiency = 0.90

    PM = (29,254)/0.90

    = 32.5 KW

    RECOOMENDED POWER: 39 KW for # 7 segment

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    # 8 SEGMENT

    Belt type ST2000

    Belt width 1000mm

    Conveyor length 210 m

    Carrying idler dia. 133mm

    Space between carrying idler 1.20m

    Return idler dia (plain) 133mm

    Space between idler 3m

    Weight of belt per linear meter (QB) = 29 Kg/m

    Weight of carrying idler per linear meter (QC) = 18.92 Kg/m

    Weight of return idler per linear meter (QR) = 4.3 Kg/m

    Total weight of moving parts per meter = 52.3 Kg/m

    CORRECTED LENGTH (LC)

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    LC = C * L

    Where:

    C = correction factor = 1.45

    L = conveyor length = 210 m

    LC = 1.45(210) = 304.5m

    MOTIONAL RESISTANCE

    a) Empty belt tension (Tx)

    Tx = g * (Qb + QRC + QRr )* fx * LC

    Where:

    g = local gravity = 9.81m/s

    fx = coefficient of friction = 0.02

    Tx = 9.81(52.3)(0.02)(304.5)

    = 3,123 Newton

    b) Tension to move the load horizontally (TY)

    Ty = g * (Qb + QG )* Fy * LC

    Where:

    QG = convey material = 44.44 Kg/m

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    Qb = belt weight = 29 kg/m

    fY = coefficient of friction = 0.03

    Ty = 9.81(29 + 44.44)(0.03)(304.5)

    = 6577.7 Newton

    c) Special resistance (TS )

    TS = 0.25(TX + TY)

    = 0.25(3,274 + 6534)

    = 2425 Newton

    d) Effective tension (Te)

    Te = TX + TYn + Ts

    = 3,123 + 6,577.7 + 2425

    = 12,125.8 Newton

    e) Slacked side tension to prevent slip (T2)

    T2 = K*Te

    Where;K = 0.50 @ 180 wrap angle

    T2 = 0.50(12,125.8)

    = 6,062 Newton

    f) Return side tension (T3)

    T3 = T2 + TX

    = 6,062 + 3,123

    = 9,185 Newton

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    g) Maximum tension (T1)

    T1 = Te + T2

    = 12,125.8 + 6,062.9

    = 18,188 Newton

    h) Tension to limit sag @ 2% (Tsag)

    Tsag = g*sf*( Qb + QG )*s

    Where:

    Sf = sag factor = 6.3

    = idler space = 1.3m

    Tsag = 9.81(6.3)(29 + 44.44)(1.3)

    = 5,897 Newton

    i) Take up (TG)

    TG = 2*T3

    = 2(9,185)

    = 18,371.6 Newton

    j) Unit tension (T)

    T = (T1*Ks)/B

    Where:

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    Ks = factor of safety = 8

    B = belt width = 1m

    T = (18,188 * 8)/1

    = 181.8 KN/m

    ABSORBED POWER (PA)

    PA = Te * V

    Where:

    V = belt speed = 2.5 m/s

    PA = (12,125)(2.5)

    = 30,314 watts

    MOTOR POWER

    PM = PA/

    Where:

    = efficiency = 0.90

    PM = (30,314)/0.90

    = 33.6 KW

    RECOMMENDED POWER: 40 KW for # 8 segment

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    # 9 SEGMENT

    Belt type EP 315

    Belt width 1000mm

    Conveyor length 20 m

    Carrying idler dia. 108mm

    Space between carrying idler 0.20m

    Return idler dia (plain) 108 mm

    Space between idler 0.8m

    Weight of belt per linear meter (QB) = 13.5 Kg/m

    Weight of carrying idler per linear meter (QC) = 80 Kg/m

    Weight of return idler per linear meter (QR) = 16 Kg/m

    Total weight of moving parts per meter = 109.5 Kg/m

    CORRECTED LENGTH (LC)

    LC = C * L

    Where:

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    C = correction factor = 1.95

    L = conveyor length = 20 m

    LC = 1.95(20) = 39m

    MOTIONAL RESISTANCE

    a) Empty belt tension (Tx)

    Tx = g * (Qb + QRC + QRr )* fx * LC

    Where:

    g = local gravity = 9.81m/s

    fx = coefficient of friction = 0.02

    Tx = 9.81(109.5)(0.02)(39)

    = 838 Newton

    b) Tension to move the load horizontally (TY)

    Ty = g * (Qb + QG )* Fy * LC

    Where:

    QG = convey material = 44.44 Kg/m

    Qb = belt weight = 13.5 kg/m

    fY = coefficient of friction = 0.03

    Ty = 9.81(13.5 + 44.44)(0.03)(39)

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    = 665 Newton

    c) Special resistance (TS )

    TS = 0.25(TX + TY)

    = 0.25(838 + 665)

    = 375.6 Newton

    d) Effective tension (Te)

    Te = TX + TYn + Ts

    = 838 + 664.5 + 375.6

    = 1,878 Newton

    e) Slacked side tension to prevent slip (T2)

    T2 = K*Te

    Where;

    K = 0.50 @ 180 wrap angleT2 = 0.50(1,878)

    = 939 Newton

    f) Return side tension (T3)

    T3 = T2 + TX

    = 939 + 838

    = 1,777 Newton

    g) Maximum tension (T1)

    T1 = Te + T2

    = 1,878 + 939

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    = 2,817 Newton

    h) Tension to limit sag @ 2% (Tsag)

    Tsag = g*sf*( Qb + QG )*s

    Where:

    Sf = sag factor = 6.3

    = idler space = 0.2m

    Tsag = 9.81(6.3)(13.5 + 44.44)(0.2)

    = 715.6 Newton

    i) Take up (TG)

    TG = 2*T3

    = 2(1,777)

    = 3,554 Newton

    j) Unit tension (T)

    T = (T1*Ks)/B

    Where:

    Ks = factor of safety = 10

    B = belt width = 1m

    T = (2,817* 10)/1

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    = 28.17 KN/m

    ABSORBED POWER (PA)

    PA = Te * V

    Where:

    V = belt speed = 2.5 m/s

    PA = (1,878)(2.5)

    = 4,695 watts

    MOTOR POWER

    PM = PA/

    Where:

    = efficiency = 0.90

    PM = (4,695)/0.90

    = 5.2 KW

    RECOMMENDED POWER: 6.2 KW for # 9 segment

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    # 10 SEGMENT

    Belt type ST 1000

    Belt width 1000mm

    Conveyor length 115 m

    Carrying idler dia. 108mm

    Space between carrying idler 0.8m

    Return idler dia (plain) 108 mm

    Space between idler 1.5 m

    Weight of belt per linear meter (QB) = 19.5 Kg/m

    Weight of carrying idler per linear meter (QC) = 20 Kg/m

    Weight of return idler per linear meter (QR) = 8.53 Kg/m

    Total weight of moving parts per meter = 48 Kg/m

    CORRECTED LENGTH (LC)

    LC = C * L

    Where:

    C = correction factor = 1.65

    L = conveyor length = 115 m

    LC = 1.65(115) = 189.75 m

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    MOTIONAL RESISTANCE

    a) Empty belt tension (Tx)

    Tx = g * (Qb + QRC + QRr )* fx * LC

    Where:

    g = local gravity = 9.81m/s

    fx = coefficient of friction = 0.02

    Tx = 9.81(48)(0.02)(189.75)

    = 1788 Newton

    b) Tension to move the load horizontally (TY)

    Ty = g * (Qb + QG )* Fy * LC

    Where:

    QG = convey material = 44.44 Kg/m

    Qb = belt weight = 19.5 kg/m

    fY = coefficient of friction = 0.03

    Ty = 9.81(19.5 + 44.44)(0.03)(189.7)

    = 3,568 Newton

    c) Special resistance (TS )

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    TS = 0.25(TX + TY)

    = 0.25(1788 + 3,568)

    = 1,339 Newton

    d) Effective tension (Te)

    Te = TX + TYn + Ts

    = 1,788 + 3,568 + 1339

    = 6,695Newton

    e) Slacked side tension to prevent slip (T2)

    T2 = K*Te

    Where;K = 0.50 @ 180 wrap angle

    T2 = 0.50(6,695)

    = 3,348 Newton

    f) Return side tension (T3)

    T3 = T2 + TX

    = 3,348+ 1788

    = 5,136Newton

    g) Maximum tension (T1)

    T1 = Te + T2

    = 6696.7 + 3348

    = 10043 Newton

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    h) Tension to limit sag @ 2% (Tsag)

    Tsag = g*sf*( Qb + QG )*s

    Where:

    Sf = sag factor = 6.3

    = idler space = 0.8m

    Tsag = 9.81(6.3)(19.5 + 44.44)(0.8)

    = 3159 Newton

    i) Take up (TG)

    TG = 2*T3

    = 2(5136)

    = 10,272 Newton

    j) Unit tension (T)

    T = (T1*Ks)/B

    Where:

    Ks = factor of safety = 8

    B = belt width = 1m

    T = (10,043* 8)/1

    = 80 KN/m

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    ABSORBED POWER (PA)

    PA = Te * V

    Where:

    V = belt speed = 2.5 m/s

    PA = (6696)(2.5)

    = 16,739 watts

    MOTOR POWER

    PM = PA/

    Where:

    = efficiency = 0.90

    PM = (16,739)/0.90

    = 18.5 KW

    RECOMMENDED POWER: 22 KW for # 10 segment

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    # 12 SEGMENT

    Belt type ST 4000

    Belt width 1000mm

    Conveyor length 467 m

    Carrying idler dia. 133mm

    Space between carrying idler 2.25m

    Return idler dia (plain) 133 mm

    Space between idler 5 m

    Weight of belt per linear meter (QB) = 48 Kg/m

    Weight of carrying idler per linear meter (QC) = 10.7 Kg/m

    Weight of return idler per linear meter (QR) = 3.48 Kg/m

    Total weight of moving parts per meter = 62.18 Kg/m

    CORRECTED LENGTH (LC)

    LC = C * L

    Where:

    C = correction factor = 1.25

    L = conveyor length = 467 m

    LC = 1.25(467) = 583.7 m

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    MOTIONAL RESISTANCE

    a) Empty belt tension (Tx)

    Tx = g * (Qb + QRC + QRr )* fx * LC

    Where:

    g = local gravity = 9.81m/s

    fx = coefficient of friction = 0.02

    Tx = 9.81(62.18)(0.02)(583.7)

    = 7,121 Newton

    b) Tension to move the load horizontally (TY)

    Ty = g * (Qb + QG )* Fy * LC

    Where:

    QG = convey material = 44.44 Kg/m

    Qb = belt weight = 48 kg/m

    fY = coefficient of friction = 0.03

    Ty = 9.81(48 + 44.44)(0.03)(583.7)

    = 15,874 Newton

    c) Special resistance (TS )

    TS = 0.25(TX + TY)

    = 0.25(7,121+ 15,874)

    = 5,748.8 Newton

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    d) Effective tension (Te)

    Te = TX + TYn + Ts

    = 7,121 + 15,874 + 5,748.8

    = 28,744 Newton

    e) Slacked side tension to prevent slip (T2)

    T2 = K*Te

    Where;

    K = 0.50 @ 180 wrap angleT2 = 0.50(28,744)

    = 14,372Newton

    f) Return side tension (T3)

    T3 = T2 + TX

    = 14,372+ 7,121

    = 21,493 Newton

    g) Maximum tension (T1)

    T1 = Te + T2

    = 28,743 + 14,372

    = 43,115 Newton

    h) Tension to limit sag @ 2% (Tsag)

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    Tsag = g*sf*( Qb + QG )*s

    Where:

    Sf = sag factor = 6.3

    = idler space = 2.3m

    Tsag = 9.81(6.3)(48 + 44.44)(2.3)

    = 13,134 Newton

    i) Take up (TG)

    TG = 2*T3

    = 2(21,493)

    = 42, 986 Newton

    j) Unit tension (T)

    T = (T1*Ks)/B

    Where:

    Ks = factor of safety = 8

    B = belt width = 1m

    T = (43,115* 8)/1

    = 345 KN/m

    ABSORBED POWER (PA)

    PA = Te * V

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    Where:

    V = belt speed = 2.5 m/s

    PA = (28,743)(2.5)

    = 71,859 watts

    MOTOR POWER

    PM = PA/

    Where:

    = efficiency = 0.90

    PM = (71,859)/0.90

    = 79.8 KW

    RECOMMENDED POWER: 95 KW for # 12 segment

    # 13 SEGMENT

    Belt type ST 630

    Belt width 1000mm

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    Conveyor length 73 m

    Carrying idler dia. 108 mm

    Space between carrying idler 0.55m

    Return idler dia (plain) 108 mm

    Space between idler 1.5 m

    Weight of belt per linear meter (QB) = 17.5 Kg/m

    Weight of carrying idler per linear meter (QC) = 29 Kg/m

    Weight of return idler per linear meter (QR) = 8.53 Kg/m

    Total weight of moving parts per meter = 55.12 Kg/m

    CORRECTED LENGTH (LC)

    LC = C * L

    Where:

    C = correction factor = 1.65

    L = conveyor length = 73 m

    LC = 1.65(73) = 120.45 m

    MOTIONAL RESISTANCE

    a) Empty belt tension (Tx)

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    Tx = g * (Qb + QRC + QRr )* fx * LC

    Where:

    g = local gravity = 9.81m/s

    fx = coefficient of friction = 0.02

    Tx = 9.81(55.12)(0.02)(120.45)

    = 1,302.7 Newton

    b) Tension to move the load horizontally (TY)

    Ty = g * (Qb + QG )* Fy * LC

    Where:

    QG = convey material = 44.44 Kg/m

    Qb = belt weight = 17.5 kg/m

    fY = coefficient of friction = 0.03

    Ty = 9.81(17.5 + 44.44)(0.03)(120.45)

    = 2,194 Newton

    c) Special resistance (TS )

    TS = 0.25(TX + TY)

    = 0.25(1302.7+ 2194)

    = 874 Newton

    d) Effective tension (Te)

    Te = TX + TYn + Ts

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    = 1302.7 + 2194 + 874

    = 4371 Newton

    e) Slacked side tension to prevent slip (T2)

    T2 = K*Te

    Where;K = 0.50 @ 180 wrap angle

    T2 = 0.50(4371)

    = 2185.6 Newton

    f) Return side tension (T3)

    T3 = T2 + TX

    = 2,185.6 + 1302.7

    = 3488Newton

    g) Maximum tension (T1)

    T1 = Te + T2

    = 4371 + 2185.6

    = 6556.8 Newton

    h) Tension to limit sag @ 2% (Tsag)

    Tsag = g*sf*( Qb + QG )*s

    Where:

    Sf = sag factor = 6.3

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    = idler space = 0.55m

    Tsag = 9.81(6.3)(17.5 + 44.44)(0.55)

    = 2104 Newton

    i) Take up (TG)

    TG = 2*T3

    = 2(3448)

    = 6976 Newton

    j) Unit tension (T)

    T = (T1*Ks)/B

    Where:

    Ks = factor of safety = 8

    B = belt width = 1m

    T = (6556* 8)/1

    = 52 KN/m

    ABSORBED POWER (PA)

    PA = Te * V

    Where:

    V = belt speed = 2.5 m/s

    PA = (4371)(2.5)

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    = 10,928 watts

    MOTOR POWER

    PM = PA/

    Where:

    = efficiency = 0.90

    PM = (10,928)/0.90

    = 12.1 KW

    RECOMMENDED POWER: 15 KW for # 13 segment

    # 14 SEGMENT

    Belt type ST 1000

    Belt width 1000mm

    Conveyor length 134 m

    Carrying idler dia. 108 mm

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    Space between carrying idler 0.8m

    Return idler dia (plain) 108 mm

    Space between idler 1.5 m

    Weight of belt per linear meter (QB) = 19.5 Kg/m

    Weight of carrying idler per linear meter (QC) = 20 Kg/m

    Weight of return idler per linear meter (QR) = 8.53 Kg/m

    Total weight of moving parts per meter = 48 Kg/m

    CORRECTED LENGTH (LC)

    LC = C * L

    Where:

    C = correction factor = 1.65

    L = conveyor length = 134 m

    LC = 1.65(134) = 221 m

    MOTIONAL RESISTANCE

    a) Empty belt tension (Tx)

    Tx = g * (Qb + QRC + QRr )* fx * LC

    Where:

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    g = local gravity = 9.81m/s

    fx = coefficient of friction = 0.02

    Tx = 9.81(48)(0.02)(221)

    = 2083.7 Newton

    b) Tension to move the load horizontally (TY)

    Ty = g * (Qb + QG )* Fy * LC

    Where:

    QG = convey material = 44.44 Kg/m

    Qb = belt weight = 17.5 kg/m

    fY = coefficient of friction = 0.03

    Ty = 9.81(19.5 + 44.44)(0.03)(221)

    = 4158 Newton

    c) Special resistance (TS )

    TS = 0.25(TX + TY)

    = 0.25(2084+ 4158)

    = 1560 Newton

    d) Effective tension (Te)

    Te = TX + TYn + Ts

    = 2084 + 4158 + 1560

    = 7802 Newton

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    i) Take up (TG)

    TG = 2*T3

    = 2(59850

    = 11,969 Newton

    j) Unit tension (T)

    T = (T1*Ks)/B

    Where:

    Ks = factor of safety = 8

    B = belt width = 1m

    T = (11,703* 8)/1

    = 94 KN/m

    ABSORBED POWER (PA)

    PA = Te * V

    Where:

    V = belt speed = 2.5 m/s

    PA = (7802)(2.5)

    = 19505 watts

    MOTOR POWER

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    PM = PA/

    Where:

    = efficiency = 0.90

    PM = (19,505)/0.90

    = 21.6 KW

    RECOMMENDED POWER: 26 KW for # 14 segment

    # 14 SEGMENT

    Belt type ST 1000

    Belt width 1000mm

    Conveyor length 134 m

    Carrying idler dia. 108 mm

    Space between carrying idler 0.8m

    Return idler dia (plain) 108 mm

    Space between idler 1.5 m

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    Weight of belt per linear meter (QB) = 19.5 Kg/m

    Weight of carrying idler per linear meter (QC) = 20 Kg/m

    Weight of return idler per linear meter (QR) = 8.53 Kg/m

    Total weight of moving parts per meter = 48 Kg/m

    CORRECTED LENGTH (LC)

    LC = C * L

    Where:

    C = correction factor = 1.65

    L = conveyor length = 134 m

    LC = 1.65(134) = 221 m

    MOTIONAL RESISTANCE

    a) Empty belt tension (Tx)

    Tx = g * (Qb + QRC + QRr )* fx * LC

    Where:

    g = local gravity = 9.81m/s

    fx = coefficient of friction = 0.02

    Tx = 9.81(48)(0.02)(221)

    = 2083.7 Newton

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    b) Tension to move the load horizontally (TY)

    Ty = g * (Qb + QG )* Fy * LC

    Where:

    QG = convey material = 44.44 Kg/m

    Qb = belt weight = 17.5 kg/m

    fY = coefficient of friction = 0.03

    Ty = 9.81(19.5 + 44.44)(0.03)(221)

    = 4158 Newton

    c) Special resistance (TS )

    TS = 0.25(TX + TY)

    = 0.25(2084+ 4158)

    = 1560 Newton

    d) Effective tension (Te)

    Te = TX + TYn + Ts

    = 2084 + 4158 + 1560

    = 7802 Newton

    e) Slacked side tension to prevent slip (T2)

    T2 = K*Te

    Where;K = 0.50 @ 180 wrap angle

    T2 = 0.50(7802)

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    = 3901 Newton

    f) Return side tension (T3)

    T3 = T2 + TX

    = 3901 + 2084

    = 5985 Newton

    g) Maximum tension (T1)

    T1 = Te + T2

    = 7802 + 3901

    = 11,703 Newton

    h) Tension to limit sag @ 2% (Tsag)

    Tsag = g*sf*( Qb + QG )*s

    Where:

    Sf = sag factor = 6.3

    = idler space = 0.8m

    Tsag = 9.81(6.3)(19.5 + 44.44)(0.8)

    = 3159 Newton

    i) Take up (TG)

    TG = 2*T3

    = 2(59850

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    = 11,969 Newton

    j) Unit tension (T)

    T = (T1*Ks)/B

    Where:

    Ks = factor of safety = 8

    B = belt width = 1m

    T = (11,703* 8)/1

    = 94 KN/m

    ABSORBED POWER (PA)

    PA = Te * V

    Where:

    V = belt speed = 2.5 m/s

    PA = (7802)(2.5)

    = 19505 watts

    MOTOR POWER

    PM = PA/

    Where:

    = efficiency = 0.90

    PM = (19,505)/0.90

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    = 21.6 KW

    RECOMMENDED POWER: 26 KW for # 14 segment

    II.TRANSFER POINT

    Belt type EP630

    Belt width 1000mm

    Conveyor length 12 m

    Elevating height 5m

    Carrying idler dia. 108 mm

    Space between carrying idler 0.5m

    Return idler dia (plain) 108 mm

    Space between idler 1 m

    Weight of belt per linear meter (QB) = 13.5 Kg/m

    Weight of carrying idler per linear meter (QC) = 32 Kg/m

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    Weight of return idler per linear meter (QR) = 12.8 Kg/m

    Total weight of moving parts per meter = 58.3 Kg/m

    CORRECTED LENGTH (LC)

    LC = C * L

    Where:

    C = correction factor = 1.95

    L = conveyor length = 12 m

    LC = 1.95(12) = 23.4 m

    MOTIONAL RESISTANCE

    a) Empty belt tension (Tx)

    Tx = g * (Qb + QRC + QRr )* fx * LC

    Where:

    g = local gravity = 9.81m/s

    fx = coefficient of friction = 0.02

    Tx = 9.81(58.3)(0.02)(23.4)

    = 267.6 Newton

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    b) Tension to move the load horizontally (TY)

    Ty = g * (Qb + QG )* Fy * LC

    Where:

    QG = convey material = 44.44 Kg/m

    Qb = belt weight = 13.5 kg/m

    fY = coefficient of friction = 0.03

    Ty = 9.81(13.5 + 44.44)(0.03)(23.4)

    = 399 Newton

    c) Tension to lift the load (TH)

    Tz = g * QG *H

    Where:

    H = height = 5m

    Tz = (9.81 )(44.44)(5)

    = 2179 Newton

    d) Special resistance (TS )

    TS = 0.25(TX + TY + TH)

    = 0.25(267.6 + 399 + 2179)

    = 711 Newton

    e) Effective tension (Te)

    Te = TX + TYn + TH + Ts

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    = 267.6 + 399 +2179 +711

    = 3557 Newton

    f) Slope tension (TH)

    TH = g * QB *H

    = (9.81)(13.5)(5)

    = 662 Newton

    g) Slacked side tension to prevent slip (T2)

    T2 = K*Te

    Where;K = 0.50 @ 180 wrap angle

    T2 = 0.50(3,578.7)

    = 1789 Newton

    h) Return side tension (T3)

    T3 = T2 + TX TH

    = 1779 + 267.6 662

    = 1,411 Newton

    i) Maximum tension (T1)

    T1 = Te + T2

    = 3578 + 1789

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    = 5367 Newton

    j) Tension to limit sag @ 2% (Tsag)

    Tsag = g*sf*( Qb + QG )*s

    Where:

    Sf = sag factor = 6.3

    = idler space = 0.8m

    Tsag = 9.81(6.3)(13.5 + 44.44)(0.45)

    = 1611 Newton

    k) Take up (TG)

    TG = 2*T3

    = 2(1411)

    = 2822 Newton

    l) Unit tension (T)

    T = (T1*Ks)/B

    Where:

    Ks = factor of safety = 10

    B = belt width = 1m

    T = (5367* 10)/1

    = 53.68KN/m

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    ABSORBED POWER (PA)

    PA = Te * V

    Where:

    V = belt speed = 2.5 m/s

    PA = (3578)(2.5)

    = 8946 watts

    MOTOR POWER

    PM = PA/

    Where:

    = efficiency = 0.90

    PM = (8946)/0.90

    = 9.9 KW

    RECOMMENDED POWER: 12 KW for TRANSFER POINT

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