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STANDARD HANDBOOK OF PETROLEUM & NATURAL GAS ...

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Drill String: Composition and Design 767<br />

(4-73)<br />

where P, = tension load capacity of next (upper) section of drill pipe in lb<br />

Ldp2 = length of section (2) in ft<br />

Wdpz = unit weight of drill pipe (section 2) in lb/ft<br />

Normally, not more than two sections are designed but, if absolutely necessary,<br />

even three sections can be used. To calculate the tensile load capacity of drill<br />

pipe, it is suggested to apply Equation 4-58 and use the recommended makeup<br />

torque of the weakest tool joint for the rotary torque.<br />

The magnitude of the safety factor is very important and usually ranges from<br />

1.4 to 2.8 depending upon downhole conditions, drill pipe quality and acceptable<br />

degree of risk. It is recommended that a value of safety factor be selected<br />

to produce a margin of overpull of at least about 70,000 lb.<br />

Additional checkup, especially in deep drilling, should be done to avoid drill<br />

pipe crushing in the slip area. The maximum load that can be suspended in<br />

the slips can be found from Equation 4-74:<br />

D<br />

(4-74)<br />

where W,= = maximum allowable drill string load that can be suspended in the<br />

slips in lb<br />

Pt = load capacity of drill pipe based on minimum yield strength in lb<br />

Ddp = outside diameter of drill pipe in in<br />

Ls = length of slips (Ls = 12-16 in.)<br />

K = lateral load factor of slip, K = (1 - f tan a)/(f + tan a)<br />

f = friction coefficient between slips and bushing<br />

a = slip taper (a = 9" 27'45")<br />

SF = safety factor to account for dynamic loads when slips are set on<br />

moving drill pipe (SF = 1.1)<br />

Normally, if the drill pipe is sufficiently strong for tension, it will have<br />

satisfactory strength in torsion, collapse and burst; however, if there is any doubt,<br />

additional checkup calculations must be performed.<br />

Example<br />

Design a drill string for conditions as specified below:<br />

Hole depth: 10,000 ft<br />

Hole size: 93 in.<br />

Mud weight: 12 lb/gal<br />

Maximum weight on bit: 60,000 Ib<br />

Neutral point design factor: 1.15<br />

No crooked hole tendency<br />

Safety factor for tension, SF = 1.4<br />

Required margin of overpull: 100,000 lb

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