reference will now be made to the following detailed description , taken in conjunction with the accompanying drawings , wherein like parts are designated by like numerals . referring now to fig1 , it shows a self - elevating jack - up unit . the jack - up unit is a mobile offshore structure that is used for mineral exploration and production . a typical jack - up unit is provided with a plurality of truss legs 12 , which extend through openings in a floatable hull 14 of the jack - up unit . although any number of legs may be used to support the hull 16 , for illustration purposes , the jack - up rig shown in fig1 has three such legs 12 . the legs 12 are formed a system of horizontal and diagonal braces . as the legs 12 are “ jacked ,” the hull 14 is elevated above an anticipated wave action to support the offshore exploration and / or production operations . conventional offshore structures , such as the jack - up unit , are equipped with a derrick 16 mounted on the hull 14 . the derrick 16 may be also mounted on a cantilever structure 18 , which extends outwardly from the hull 14 , as shown in fig1 . the derrick 16 may be positioned for a limited lateral movement to accommodate well drilling in a plurality of locations without changing the position of the legs 12 . the jack - up unit may be also provided with auxiliary equipment , such as cranes 20 , pipe racks , heliport , crew living quarters , etc . a typical leg of a jack - up unit has three chord members 22 and each chord member is provided with a pair of opposing rack members 24 that extend longitudinally along the length of the chords 22 . the outward surfaces of the racks are provided with rack teeth 26 ( fig6 ), which engage respective teeth of rack chocks carried by jacking assemblies 30 ( fig3 ). conventionally , there is one jack assembly for each chord member 22 . horizontal and inclined braces or trusses 32 rigidly interconnect the chords 22 . the chords 22 are located at apexes of the triangularly shaped legs 12 . of course , the number of chords and the shape of the legs are not limited to the embodiment shown in the drawings . each leg 12 is provided with the jacking assemblies 30 for moving the leg vertically with respect to the hull 14 . the legs 12 move from a raised position , when the jack - up unit is in transit and the legs 12 are supported by the hull 14 , to a lowered position , when the legs 12 support the hull 14 . the lowered position is illustrated in fig1 . each leg 12 may be provided with a spud can 34 for bearing against an ocean floor and for supporting the jack - up unit . the jack assemblies 30 are retained against vertical displacement by the hull 14 . as shown in fig2 , a typical jack - up unit has nine jacking assemblies 30 ; three assemblies per leg , with one located at each leg chord 22 of the triangularly shaped legs 12 . each elevating jack assembly 30 is provided with four pinions , which operationally engage teeth 26 of racks 24 associated with the legs 12 . the jacking system also includes a system of guide plates installed above and below the pinions . the guide plates act as a horizontal restraint for the drilling unit as they deflect under harsh environmental conditions . turning now in more detail to fig4 - 6 , the leg guide system of the present invention is shown to comprise a plurality of edge guides 36 positioned along the opposite edges of the rack 24 . a plurality of face guides , or face guide plates 40 is secured in a transverse relationship to the edge guides 36 , extending in a generally parallel relationship to a face 42 of the rack 24 . the face guides 40 extend , to a distance toward a center of the rack 24 . in a typical design , there may be two to four face guides 40 , although a larger number may be employed depending on the complexity and the load transfer requirements . the face guide plates 40 are installed in strategic locations ( fig4 ) at the level of lower wear plates along the vertical extension of the guide system . each face guide plates 40 is detachably secured to an attachment member 44 by bolts or other similar method . in this position , an inner surface 46 of each face guide plate 40 contacts a side of the edge guide plate 36 . a compressible member 50 is fitted behind each edge guide plate 36 . the compressible member 50 is formed from a compressible , resilient , elastic material capable of withstanding compressive loads acted on the edge guide plate 36 . the compressible member 50 allows for changes in stiffness of the edge guide plates 36 to absorb the compressive loads on the edge guides , or edge guide plates 36 . in conventional systems , high compressive loads are built up on the edge guide . since the stiffness of the edge guide is high , reacted loads increase , and only a few edge guide plates are fully utilized . such arrangement has an undesirable effect on the braces within the guide assembly . introduction of a compressible member 50 behind the edge guide plate 36 allows for a lower stiffness and at the same time allows maintaining hardness and strength of the contact surface of the edge guide plates and increases their wear . the decreased stiffness of the edge guide plate 36 allows for small deformation to take place in the assembly of the instant invention . as the edge guide plate deforms , the increased bending profile allows more edge guide plates 36 to be in contact with the rack at the same time . however , the increased bending profile does not contribute towards the horizontal moment couple since the bending of the leg is due to the deformation of the edge guide plate 36 . loads are distributed along the guide plates vertically . those attracting lower loads will deform the compressible member 50 less and those of higher loads will compress the member 50 more , resulting in a more uniformly load distribution system . additionally , the leg structure is allowed to bend in the most efficient manner that imposes the least load . as the compressible member 50 is compressed , the gap distance between the teeth 26 and the edge guide plates 36 increases . however , since the member 50 undergoes only elastic deformation , the initial gap distance will be maintained when the load is reduced or removed . the elasticity of the compressible member 50 , therefore , allows more uniform sharing of the loads among the guide plates when the load is high and still maintain the initial gap distances when the load is reduced . the face guide plates 40 are installed adjacent to the edge guide assemblies . when the leg 12 deflects , top and lower guides are reacted against the rack teeth 26 . this reaction generates a horizontal moment couple within the guide assembly . when the leg 12 bends , the section of the leg closer to the lower guide tends to deflect more . in the conventional guide system , without a face guide , the rack teeth 26 will move laterally , generating high bending moment within the upper and lower guides . when the face guide plates 40 are installed , the rack teeth 26 react against the face guides 40 and prevent further bending of the leg 12 . as a result , the amount of build up of the horizontal bending moment is reduced . at the same time , provision of the face guide plates 40 changes the loading mechanism of some braces from a compressive to a tensile force , reducing the brace force , while increasing the overall capacity of the jack - up unit . some of the braces within the upper and lower guide plates have a reversed loading effect . provision of the additional face guides 40 eliminates the undesirable concentration of compressive loads within the upper and lower guide assembly . as the leg structure is arranged in a triangular truss system , the diagonal braces 32 are beneficially oriented at 60 degrees from each other . the face guide plates 40 are affixed at 90 degrees in relation to the edge guide plates 36 and hence will allow the bracing to extend rather than compress . since bracing members can absorb more tension than compression , the face guide plates 40 reduce excessive compressive loads from developing , resulting in a more efficient leg structure . an attachment plate 52 is mounted on the opposite side of the compressible member 50 , “ sandwiching ” the compressible member 50 between two rigid plates . a stopper 54 engages an end of the edge guide plate 36 opposite the end where the face guide plate 40 contact the edge guide plate 36 . the stopper 54 also engages corresponding ends of the compressible member 50 and the attachment plate 52 . the stopper prevents free movement of the edge guide plate 36 , the attachment plate 52 and the compressible member 50 . the attachment plate 52 contacts the attachment member 44 ( fig4 ) thereby retaining the edge guide assembly comprises of the edge guide plate 36 , the compressible member 50 , and the attachment plate 52 , in place . the guide plates guide the leg chords during the vertical movement . in the design of the present invention , the number of guide plates is increased , thereby allowing transfer of the reacted loads to a greater number of plates and lower the reacted loads on the plates so as to create a smaller horizontal moment couple than is possible with conventional systems . as a result , the loads are distributed along the guide plates vertically . the introduction of the face guides 40 and the compressible members 50 greatly improves the overall efficiency of the jack - up unit especially the loading mechanism within the upper and lower guides . by reducing the buckling load on the braces helps to prevent local failure of the braces during incidents like punch through and sliding of the legs . an additional advantage of the design of the present invention is that it allows retaining much of the currently available guide assembly system . only minor changes need to be made to retrofit the existing system with face guide plates and the compressible members . no major alterations in the overall rig design are required . the cost of installation of the compressible members 50 and the face guides 40 is minimal compared to the overall cost of the rig . however , the benefits of greater efficiency and load sharing between the braces well outweigh any potential expenditures in retrofitting existing structures . the current capacity of the legs 12 can be made more robust by an effective use of the face guide plates installed at strategic locations to allow a more even distribution of compressible loads acting on the legs . many changes and modifications may be made may be made in the design of the present invention without departing from the spirit thereof . we , therefore , pray that our rights to the present invention be limited only by the scope of the appended claims .