PULLING TENSIONS
The information provided herein may serve as a guide to installing cables in ducts or conduits and is based in part on industry studies. Where experience has justified it, we have included our own figures.

Two tension calculations are required for each cable installation. First must be calculated the MAXIMUM ALLOWABLE TENSION for the particular cable that is to be installed. This value is dependent upon the method of attaching to the cable, the allowable sidewall bearing pressure and the construction of the cable. 

Second, knowing the weight of the cable and the details of the conduit run the ESTIMATED PULLING TENSION that can occur during installation is calculated and compared with the MAXIMUM ALLOWABLE TENSION.

The following gives details for calculating each of the above tension values.

Maximum Allowable Tension

(1) Based on pull by conductor:
	Tm = .008 x n x CM (applies to both annealed copper and hard drawn
	aluminum conductors)
		Tm = maximum allowable tension in lbs.
		n = number of conductors in cable (assumes equal tension in each
		conductor)
		CM = circular mil area of each conductor.

(2) Based on pull by Kellems grip over lead sheath:
	Tm = 4712 x t(D-t)
		D = outside diameter of cable in inches
		t = lead sheath thickness in inches.
		
(3) Based on pull by Kellems grip applied over:
	Non-shielded, jacketed cables - 2000 lbs.*
	Shielded, jacketed cables - 1000 lbs.*
	* Do not exceed tension limit of Condition 1 above.
	
(4) Based on pull by Kellems grip applied directly on the insulation or outer
	Permashield® layer of Kerite Double Permashield® cables after removing the
	shielding: 3,000 lbs. per inch of conductor diameter.*
	* Do not exceed tension limit of Condition 1 above.

(5) Based on maximum allowable side bearing pressure when pulling around a
	conduit bend:
	(a) Single conductor or multi-conductor
		Tm = 450 x D x R
		Tm = maximum allowable tension on cable in lbs.
		D = outside diameter of cable in inches
		R = radius of bend in feet
	(b) Three conductor twisted
		Tm = 225 x D1 x R
	(c) Three 1/C cables in parallel
		Tm = 675 x D1 x R
	For (b) and (c)
		Tm = maximum allowable tension on three cables
		D1 = diameter of one individual cable in inches
		R = radius of bend in feet
The actual allowable tension will be governed by the lowest of the above calculated tensions for the method of pull selected.

Example:
Determine the maximum allowable pulling tension on
three 1/C 500 kcmil copper, 15kV, 175 mil, 100% insulation wall, copper tape shield, PVC jacketed cable, paralleled, to be pulled around a 3 ft. radius bend by Kellems grip applied over outer jackets.

Limit by Condition 1

Tm = .008 x n x CM
Tm = .008 x 3 x 500,000
Tm = 12,000 lbs.

Condition 2 does not apply

Limit by Condition 3-shielded, jacketed-1,000 lbs.

Condition 4 does not apply.

Limit by Condition 5-side bearing pressure

Tm = 675 x D1 x R
D1 = 1.51
Tm = 675 x 1.51 x 3
Tm = 3,058 lbs.

The maximum pulling tension is limited by Condition 3 -1,000 lbs.

Example:
Determine the maximum allowable pulling tension on
three 1/C 500 kcmil copper, 15kV, 175 mil, 100% insulation wall, copper tape shield, PVC jacketed cable, paralleled, to be pulled by conductor around a 3 ft. radius bend.

Limit by Condition 1

Tm = .008 x n x CM
Tm = .008 x 3 x 500,000
Tm = 12,000 lbs.

Conditions 2, 3 and 4 do not apply.

Limit by Condition 5-side bearing pressure

Tm = 675 x D1 x R
D1 = 1.51
Tm = 675 x 1.51 x 3
Tm = 3,058 lbs.

The maximum pulling tension is limited by Condition 5 -3,058 lbs.

Estimated pulling tension must be calculated to ensure it does not exceed the maximum allowable pulling tension.

Estimated Pulling Tension
Pulling tensions anticipated for an installation are governed by cable size and weight, length of run, number and angle of bends. Usually only approximations can be made, the following simple assumptions provide safe guideline limits.

Calculation of Tension
(1) Straight horizontal run:
T = W x L x n x C.F.

where:
T = tension in lbs.
W = cable weight in lbs./ft.
L = length of run in ft.
n = number of cables
C.F.= coefficient of friction

The coefficient of friction will vary between 0.3 for well lubricated cables pulled into new, smooth wall conduits to 0.5 for lubricated cables pulled into rough or dirty conduits or ducts.

(2) Pulls around static bends:

Multiplying factors, shown below, must be used to estimate the increase in tension due to pulling around bends. The tension at the point just ahead of the bend is multiplied by the appropriate factor from the table below, the product being the tension that exists immediately past the bend. This factor must be applied in the calculation of the estimated pulling tension at each point where the cable encounters a bend as it is pulled through the duct or conduit run.

Multiplying Factor
Angle of Bend in Degrees

Coefficient
of Friction
15 30 45 60 75 90
0.30 1.08 1.17 1.27 1.37 1.48 1.60
0.40 1.11 1.23 1.37 1.52 1.69 1.87
0.50 1.14 1.30 1.48 1.69 1.92 2.19


Example:

Determine the tension required to pull three 1/C 500
kcmil copper, 15kV, 175 mil insulation wall, copper tape shield, PVC jacketed cable, in a horizontal duct as shown below.

For pull A to B:
TB = W x L x n x C.F.
W = 2.346 lbs./ft. of 1/C cable
L = 350 ft.
n =3
C.F.= 0.4 (assume average condition of duct wall)
TB = 2.346 x 350 x 3 x 0.4 = 985 lbs.

For pull B to C:
TC =TB x Multiplying Factor for 90° Bend
TC = 985 x 1.87
TC = 1,842 lbs.

For pull C to D:
TD = W x L x n x C.F. + TC
TD = 2.346 x 50 x 3 x 0.4 + 1.842
TD = 141 + 1,842 = 1,983 lbs.

Alternative Set-up
Assume pay off reel at D.

For pull D to C:
TC = W x L x n x C.F.
TC = 2.346 x 50 x 3 x 0.4
TC = 141 lbs.

For pull C to B:
TB =TC x Multiplying Factor for 90° Bend
TB = 141 x 1.87
TB = 264 lbs.

For pull B to A:
TA = W x L x n x C.F. + TB
TA = 2.346 x 350 x 3 x 0.4 + 264
TA = 985 + 264 + 1,249 lbs.

Result:
Pull by Kellems grip over the jacket is not allowed
(1,000 lbs. maximum versus calculated pulling tension of 1,983 lbs. or 1,249 lbs. depending upon direction of pull). Pull by conductor is allowed. Tension is less when pay-off reel is at the "D" end nearest the bend location.

The above calculations are based on the use of an approved pulling compound on the entire surface of the cable with approximately 1/16 " layer of compound to be applied as the cable enters the duct or conduit.

 

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