CommScope ConQuest Conduit Construction - Manual (Page 71)

Reel Setup At ‘A’, Pulling From ‘H’
Pulling Tension
Tension @ A = 0 = 0
Sidewall Pressure
Tension @ B (Ts
1
) = 100 * 0.144 * 0.5 = 7
Tension @ C (Tb
1
) = 7 * 1.48 = 10 P
B-C
= 10 / 10 =1.0 lbs/ft
Tension @ D (Ts
2
) = 10 + ( 80 * 0.144 * 0.5 ) = 16
Tension @ E (Tb
2
) = 16 * 2.19 = 35 P
D-E
= 35 / 10 =3.5 lbs/ft
Tension @ F (Ts
3
) = 35 + ( 75 * 0.144 * 0.5 ) = 40
Tension @ G (Tb
3
) = 40 * 1.48 = 59 P
F-G
= 59 / 10 = 5.9 lbs/ft
Tension @ H (Ts
4
) = 59 + ( 70 * 0.144 * 0.5 ) = 64
Reel Setup At ‘H’, Pulling From ‘A’
Pulling Tension
Tension @ H = 0 = 0
Sidewall Pressure
Tension @ G (Ts
1
) = 70 * 0.144 * 0.5 = 5
Tension @ F (Tb
1
) = 5 * 1.48 = 7 P
B-C
= 7 / 10 = 0.7 lbs/ft
Tension @ E (Ts
2
) = 7 + ( 75 * 0.144 * 0.5 ) = 12
Tension @ D (Tb
2
) = 12 * 2.19 = 26 P
D-E
= 26 / 10 = 2.6 lbs/ft
Tension @ C (Ts
3
) = 26 + ( 80 * 0.144 * 0.5 ) = 32
Tension @ B (Tb
3
) = 32 * 1.48 = 47 P
F-G
= 47 / 10 = 4.7 lbs/ft
Tension @ A (Ts
4
) = 47 + ( 100 * 0.144 * 0.5 ) = 54
Appendix 8.14
Installation Safety