Revised Conveyor Belt Cal
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Transcript of 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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