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STANDARD HANDBOOK OF PETROLEUM & NATURAL GAS ...

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Derricks and Portable Masts 503<br />

c<br />

I<br />

A<br />

A The vartical distance from the top of the base plate to<br />

the bottom of the crown block sumport beam.<br />

I Tha distance betwaan hael to heel of adidcant lags et the<br />

top of the base plate.<br />

C - The window opaninq measured In the clear and parallel to<br />

tha center line of the derrick ride from top of base plate.<br />

D - The sm+st clear dimension at the top of the derrick<br />

that would restrict passage of crown block.<br />

E - The eiaarence between the horixontal header of the pin<br />

poi. and the top of tha crown support beam.<br />

Derrick Window<br />

Flgure 4-1. Derrick dimensions [2].<br />

The derrick window arrangement types A, C. D, and E, shown in Figure 4-2,<br />

shall be interchangeable. The sizes and general dimensions of the V window<br />

opening and drawworks window opening are given in Tables 4-1 and 4-2.<br />

Foundation Bolt Settings<br />

Foundation bolt sizes and patterns are shown in Figure 4-3. Minimum bolt<br />

sizes are used and should be increased if stresses dictate larger diameter. The<br />

(text conrinucd on page 506)

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