Abstract:
A structure for the root portion of a turbine blade and for the attachment grooves on a turbine rotor in conjunction with blades having integral shrouds and platforms as well as blades which are not attached to one another, blades which are joined by nonintegral shrouds and blades which do not include platforms. The invention is applicable to straight side entry blade roots and rotor grooves as well as curved side entry blades and curved rotor grooves. The invention results in reduced stress levels in the blade attachment structure by decreasing the land widths and increasing the fillet radii of curvature associated with each tang on a turbine blade root. In addition, the fillet radii of curvature are individually dimensioned to more uniformly distribute stress levels among blade root tangs. The reduction in land widths is accomplished by increasing land contact stresses for a given blade design.

Description:
This invention relates to bladed turbomachinery and, more particularly, to improved means for securing side entry blade roots within the grooves of a turbine rotor. 
     BACKGROUND OF THE INVENTION 
     In a turbomachine, such as a steam or gas turbine, a plurality of rotatable blades are arranged in a circular array about an axially aligned turbine rotor, each blade extending radially from the rotor. The rows of blades react to the forces of a working fluid flowing axially through the machine to produce rotation of the rotor and the blade rows. During operation the rotating blades experience pseudo-steady stresses caused by centrifugal forces and bending moments imposed by the working fluid. The periodic generation and removal of these stresses during turbine start-up and shut-down is known to contribute to low-cycle fatigue of the blade attachment structure. In addition, blade vibration may generate significant stresses on the attachment structure resulting in high cycle fatigue. 
     SUMMARY OF THE INVENTION 
     It is an object of the present invention to provide an improved design for securing turbine blades to a rotor which reduces the deleterious effects of centrifugal forces, bending moments and vibration on the integrity of the attachment structure. 
     It is another object of the invention to provide an improved design for securing turbine blades to a rotor which reduces the local peak stresses arising from centrifugal forces, bending moments and vibration. 
     It is a further object of the invention to provide an improved design which reduces cutting tool breakage during manufacture of rotor grooves. 
     in a generalized form of the invention there is provided an improved design for the root portion of a turbine blade and an improved design for the attachment grooves on a turbine rotor. The invention is for use in conjunction with blades having integral shrouds and platforms as well as blades which are not attached to one another, blades which are joined by nonintegral shrouds and blades which do not include platforms. 
     The invention is applicable to straight side entry blade roots and rotor grooves as illustrated in FIGS. 1, 2 and 3 as well as curved side entry blades and curved rotor grooves, e.g., those that follow a circular arc in a direction perpendicular to the cross-sectional views presented in FIGS. 2 and 3 such that they more nearly follow the arcuate shape of the associated foil portion. In one form, the invention results in reduced stress levels in the blade attachment structure by decreasing the land widths and increasing the fillet radii of curvature associated with each tang on a turbine blade root. In addition, the fillet radii of curvature are individually dimensioned to more uniformly distribute stress levels among blade root tangs. The reduction in land widths is accomplished by increasing land contact stresses in excess of those experienced in the prior art for a given blade design. 
    
    
     BRIEF DESCRIPTION OF THE DRAWINGS 
     The invention and its objects will become more apparent by reading the following detailed description in conjunction with the accompanying drawings, in which: 
     FIG. 1 is a perspective view of a turbine blade made in accordance with this invention; 
     FIG. 2 is an elevational view of a root portion of the turbine blade; 
     FIG. 3 is a partial elevational view of a turbine rotor showing a pair of steeples forming a serrated groove for receiving a serrated blade root. 
     FIG. 4 is an elevational view of a portion of a turbine rotor and blade with the root portion of the turbine blade in section; 
     FIG. 5 is an enlarged line drawing showing the contour of the serrated portion of the steeple; and 
     FIG. 6 is a partial sectional view of a steeple and blade showing the registration of the blade root and serrated steeple. 
    
    
     DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT 
     FIG. 1 illustrates a straight side entry turbine blade 11 of the type used in steam turbines comprising a root 13, a foil 15 and a platform 17 interposed between the root 13 and the foil 15. As further illustrated in FIGS. 2, 3 and 4, the side entry blade root is bilaterally serrated and steeple shaped along a surface of symmetry 18. The blade 11 is secured against pseudo-static and dynamic forces by positioning the root 13 in a complementary shaped groove 19 on a turbine rotor 21 having a longitudinal axis of rotation (not shown). Many side entry steam turbine blade roots comprise an upper serrated portion 23, a middle serrated portion 25 and a lower serrated portion 27 in order to withstand centrifugal loadings and impart improved bending stiffness. 
     The upper serrated portion 23 comprises two upper tangs 31 arranged on opposite sides of the root 13 and positioned adjacent the blade platform 17. Two upper fillets 33, each having a radius of curvature rt, are spaced a distance d apart on opposite sides of the root 13 each fillet positioned between the upper tangs 31 and the platform 17. Two upper lands 35 each interposes between an adjoining upper fillet 33 and an upper tang 31 transfer forces from the upper serrated root portion 23 to the rotor 21 during turbine operation. 
     The middle serrated portion 25 extends from the upper portion 23 in a direction away from the platform 17, having two middle tangs 36 symmetrically positioned on opposite sides of the blade root 13 and two middle fillets 37 each positioned on an opposite side of the root 13 between an upper tang 31 and a middle tang 36. Two middle lands 41, each interposed between an adjoining middle fillet 37 and a middle tang 36, transfer forces from the middle serrated root portion 25 to the rotor 21 during turbine operation. 
     The lower serrated root portion 27 which extends from the middle portion 25 in a direction away from the platform 17 comprises two lower tangs 43 also symmetrically arranged on opposite sides of the root 13, a pair of lower fillets 45 each positioned between a middle tang 36 and a lower tang 43 and a pair of lower lands 47 interposed between an adjoining lower fillet 45 and a lower tang 43 for transferring forces from the lower serrated portion 27 to the rotor 21 during turbine operation. 
     In the past it has been common practice to limit the radii of curvature rt to values less than 0.09 d, rm to values less than 0.05 d and rb to values less than 0.05 d in order to minimize bending moments on the tangs 31, 36 and 43 and the stresses resulting therefrom. This is because an increase in radius of curvature requires that the land be repositioned outward along the tang with respect to the surface of symmetry 18. As a result, the bending moment of the land about the tang increases, offsetting the benefit of an increased radius of curvature. It has been found that one means of increasing the fillet radius of curvature without increasing bending moments on the tangs is to reduce the projected land width. The projected land width is a projection of the land along a plane perpendicular to the surface of symmetry 18 and parallel to a rotor axis. It is believed that projected land widths have not, in the past, been reduced below 0.67 rt for upper lands 35 because increased pressures on the lands 37 would crush the associated tangs 31 causing extrusion of the root 13 through the rotor groove 19. Similarly, projected widths for the middle and lower lands 41 and 47 have not been reduced below 1.38 rb respectively. However, it has been determined that in contrast to prior engineering design practice, the projected widths of lands 37, 41 and 47 may be decreased significantly below these limits, such as reducing the projected land widths for the upper, middle and lower lands 35, 41 and 47 to 0.52 rt, 1.04 rm and 0.98 rb, respectively. This is because the state of stress in the vicinity of lands is one of tri-axial compression within the root 13. This is known to inhibit structural yielding of the tangs. Experiment has verified that undesirable degrees of yielding which would result in crushing and extrusion do not occur with these proportionate projections of the land widths. 
     FIG. 5, a profile of a blade root contour, illustrates the relationship among parameters which may be used to further define the inventive root design in several embodiments. The particular embodiments are specifically defined by the numerical values of the parameters listed in the tables which follow. 
     Referring now to FIG. 5, the blade root contour is defined with respect to an origin 0. A straight line L1 is oriented at an angle A2 to the axis of symmetry 100, and intersecting the axis of symmetry 100 a distance CY2 times secant A2 below the origin. A straight line L2 oriented at an angle A2 minus A1 to the axis of symmetry, intersects the axis of symmetry at a point which is located a distance D3 from line L1, this distance being measured in a direction perpendicular to line L1. A straight line L3 is perpendicular to and intersects the axis of symmetry at a distance D1 above the origin, and defines the junction of the root 13 with the platform 17. 
     A straight line L4 extends from the origin at an angle AN1 measured from line L1. A straight line L5 is parallel to, and a distance Y1 below, line L4. A straight line L6 is parallel to, and a distance Y12 below, line L4. A straight line L7 oriented at an angle AN2 from line L1, intersects line L1 at a distance Y3 below the intersection of line L1 with line L4, the distance Y3 being measured along line L1. A straight line L8, parallel to line L7, intersects line L1 at a distance Y7 below the intersection of line L1 with line L5, the distance Y7 being measured along line L1. A straight line L9 is perpendicular to the axis of symmetry and intersects line L1 at a distance Y11 below the intersection of line L1 with line L6, the distance Y11 being measured along line L1. 
     A straight line L10 is parallel to and a distance D4 from and below line L9. A straight line L11 is parallel to and a distance D2 from line L2, the line L11 lying between line L2 and the origin 0. A circular arc of radius R1 is tangent to line L11 having a radius R1 and a center point lying a distance CY3 below line L3, the distance CY3 being measured perpendicular to line L3. A circular arc of radius R2, tangent to line L4 and to line L11, this radius being referred to as &#34;rt&#34; in FIG. 2. 
     A circular arc of radius R3 is tangent to line L4 and to line L1. A circular arc of radius R4 is tangent to line L1 and to line L7. A circular arc of radius R5 is tangent to line L7 and to line L2. A circular arc of radius R6 is tangent to line L2 and to line L5, this radius being referred to as &#34;rm&#34; in FIG. 2. A circular arc of radius R7 is tangent to line L5 and to line L1. A circular arc of radius R8 is tangent to line L1 and to line L8. A circular arc of radius R9 is tangent to line L8 and to line L2. A circular arc of radius R10 is tangent to line L2 and to line L6, this radius being referred to as &#34;rb&#34; in FIG. 2. A circular arc of radius R11 is tangent to line L6 and to line L1. A circular arc of radius R12 is tangent to line L1 and to line L10. 
     The nominal contour of root 13 is defined by following the arc of radius R1 from an intersection with line L3 to a tangency point with line L11; thence following line L11 to a tangency point with the arc of radius R2; thence following the arc of radius R2 to a tangency point with line L4; thence following line L4 to a tangency point with the arc of radius R3, this segment of L4 having been referred to above as an upper root land 35; thence following the arc of radius R3 to a tangency point with line L1; thence following line L1 to a tangency point with the arc of radius R4; thence following the arc of radius R4 to a tangency point with line L7; thence following line L7 to a tangency point with the arc of radius R5; thence following the arc of radius R5 to a tangency point with line L2; thence following line L2 to a tangency point with the arc of radius R6; thence following the arc of radius R6 to a tangency point with line L5; thence following line L5 to a tangency point with the arc of radius R7, this segment of L5 having been referred to above as middle root land 41; thence following the arc of radius R7 to a tangency point with line L1; thence following line L1 to a tangency point with the arc of radius R8; thence following the arc of radius R8 to a tangency point with line L8; thence following line L8 to a tangency point with the arc of radius R9; thence following the arc of radius R9 to a tangency point with line L2; thence following line L2 to a tangency point with the arc of radius R10; thence following the arc of radius R10 to a tangency point with line L6; thence following line L6 to a tangency point with the arc of radius R11, this segment of L6 having been referred to above as lower root land 47; thence following the arc of radius R11 to a tangency point with line L1; thence following line L1 to a tangency point with the arc of radius R12; thence following the arc of radius R12 to an intersection with line either line L9 or line L10; thence following a selected one of the lines L9 or L10 to an intersection with the root centerline 100. 
     For one embodiment of the novel root design, the numerical values of each of the several parameters are defined in table I, where linear dimensions are in inches and angular dimensions are in degrees and L3 corresponds to a lower surface of the platform 17. An alternate embodiment wherein the blade does not include a platform is also defined by the numerical values of table I, L3 there corresponding to a reference line along the junction of the blade foil 15 and the root 13, L3 being perpendicular to the axis of symmetry 100. 
     Second and third alternate embodiments of the root designs are defined by the numerical values listed in table II wherein linear dimensions are in inches and angular dimensions are in degrees, and L3 may correspond to either platform 17 or a reference line along the junction of the blade foil 15 and the root 13. 
     Again referencing to FIG. 5, a fourth alternate embodiment which includes an elliptical fillet is defined by the numerical values in Table III wherein instead of following line 11 to a tangency point with the arc of radius R12; thence following the arc of radius R12 to an intersection with line L9; and thence following line L9 to an intersection with the root centerline; the line L1 is followed to the upper end point of a smooth curve through several &#34;ELLIPTICAL FILLET X AND Y COORDINATE POINTS&#34;, where the first of each pair of coordinate points indicates a distance measured perpendicular to the root centerline, and the second of each pair of coordinate points indicates a distance measured perpendicularly up from line L10; thence following the smooth curve to an intersection with line L10; and thence following line L10 to an intersection with the root centerline. Again, the numerical values of each of the several parameters defined in table III are in inches and angular dimensions are in degrees. In the fourth alternate embodiment, L3 represents the lower surface of a blade platform 17. In a fifth alternate embodiment, also based on FIG. 5 and table III, the blade does not include a platform 17 and line L3 again represents reference line along the junction of the blade foil 15 and the root 13. 
     Again, with reference to FIG. 5, tables IV, V, VI and VII, each list numerical values of the parameters for further alternate embodiments of the novel root design wherein, as for other tables, L3 may represent the bottom of a blade platform or a reference line taken along the junction of the blade foil 15 and the root 13. Linear dimensions are in inches and angular dimensions are in degrees. 
     The inventive concept of increasing the fillet radius of curvature while decreasing the projected land width in order to strengthen the fillet without increasing the bending moments on the associated tang is also applicable to the plurality of steeples 110 arranged in a circular array about the turbine rotor 21, adjacent steeples forming a plurality of grooves 19 for receiving turbine blade roots 13. 
     Each steeple, as illustrated in the partial view of a rotor in FIG. 3, comprises a lower serrated portion 112, a middle serrated portion 114 and an upper serrated portion 116 in order to withstand the forces received from the blade 11 during turbine operation. 
     The lower serrated portion 112 is positioned against the rotor 21 and includes a pair of lower tangs 118 symmetrically arranged on opposite sides of a steeple 110. A pair of lower fillets 120 each having a radius of curvature of at least 0.045 d, where d is the distance between the associated upper root fillets 33 illustrates in FIG. 2, are each positioned between the lower tang 118 and the rotor 21. The lower serrated portion 112 also includes a pair of lower lands 122 each interposed between a different lower fillet 120 and a lower tang 118 for receiving forces from the blade root. Each lower fillet 120 adjoins a different lower land 122. 
     Two lower lands 122, positionable to receive force from lower blade root lands 47, each have a projected width wb. Definition and measurement of the projected width of the lower land 122 and other steeple lands are analogous to the definition and measurement of the projected width for a root land 35, 41 or 47 as discussed above and will be apparent to thoseskilled in the art. According to the invention, wb is no greater than 1.75 sb, where sb is the radius of curvature of the lower fillet 120. 
     The middle serrated portion 114 extends from the lower portion 112 in a radial direction outward from the rotor axis 22 and includes a pair of middle tangs 124 symmetrically arranged on opposite sides of the steeple. A pair of middle fillets each having a radius of curvature, sm, more than 0.05 d, are each positioned between different lower and middle tangs 118 and 124. Two middle lands 128, positionable to receive forces from middle blade root lands 41, each have a projected width, wm, no greater than 1.75 sm. Each middle land is interposed between an adjoining middle fillet 126 and a middle tang 124. 
     The upper serrated portion 116 extends from the middle portion 114 in a radial direction outward from the rotor axis 22 and includes a pair of upper tangs 130 symmetrically arranged on opposite sides of the steeple. A pair of upper fillets 132 each having a radius of curvature st, of at least 0.7 d, preferably 0.8 d are positioned between different middle and upper tangs 124 and 130. Two upper lands 134, positionable to receive forces from upper blade root lands 35, each have a projected width, wt, no greater than 1.10 st. Each upper land is interposed between an adjoining upper fillet 132 and an upper tang 130. 
     FIG. 3, a profile of a steeple shaped groove contour, illustrates the relationship among parameters which may be used to further define the inventive steeple design in several embodiments. The particular embodiments are specifically defined by the numerical values of the parameters listed in the tables which follow. 
     Referring now to FIG. 3, the groove contour is defined with respect to an origin 0 positioned along the axis of symmetry 200 of the rotor groove 19. A straight line L1 is oriented at an angle A2 to the axis of symmetry, and intersecting the axis of symmetry 200 a distance CY2 times secant A2 below the origin. A straight line L2 oriented at an angle A2 minus A1 to the axis of symmetry, intersects the axis of symmetry at a point which is located a distance D3 from line L1, this distance being measured in a direction perpendicular to line L1. A straight line L3 perpendicular to and intersecting the axis of symmetry at a distance D1 above the origin, defines the junction of the root 13 and the platform 17. A straight line L4 extends from the origin at an angle AN1 measured from line L1. A straight line L5 is parallel to, and a distance Y1 below, line L4. A straight line L6 is parallel to, and a distance Y12 below, line L4. From the above description it will become apparent that the steeple groove 19 is designed as an image of the blade root 13. For simplicity, the reference characters used to describe the root 13 are used herein to describe the steeple groove 19. The balance of this description can be understood by reference to FIG. 5 while considering the drawing therein as a steeple and groove side rather than a root. A straight line L7 oriented at an angle AN2 from line L1, intersects line L1 at a distance Y3 below the intersection of line L1 with line L4, said distance Y3 being measured along line L1. A straight line L8, parallel to line L7, intersects line L1 at a distance Y7 below the intersection of line L1 with line L5, said distance Y7 being measured along line L1. A straight line L9 perpendicular to the axis of symmetry intersects line L1 at a distance Y11 below the intersection of line L1 with line L6, said distance Y11 being measured along line L1. A straight line L11 is parallel to and a distance D2 from line L2, said line L11 lying between line L2 and the origin 0. A circular arc of radius R1 is tangent to line L11, having a radius R1 and a center point lying a distance CY3 below line L3, said distance CY3 being measured perpendicular to line L3. A circular arc of radius R2 is tangent to line L4 and line L11. A circular arc of radius R3 is tangent to line L4 and to line L1, this radius having been referred to above as &#34;st&#34;. A circular arc of radius R4 is tangent to line L1 and to line L7. A circular arc of radius R5 is tangent to line L7 and to line L2. A circular arc of radius R6 is tangent to line L2 and to line L5. A circular arc of radius R7 is tangent to line L5 and to line L1, this radius having been referred to above as &#34;sm&#34;. A circular arc of radius R8 is tangent to line L1 and to line L8. A circular arc of radius R9 is, tangent to line L8 and to L2. A circular arc of radius R10 is tangent to line L2 and to line L6. A circular arc of radius R11 is tangent to line L6 and to line L1, this radius having been referred to above as &#34;sb&#34;. A circular arc of radius R12 is tangent to line L1 and to line L9. 
     The nominal contour of the groove 19 is defined by following the arc of radius R1 from an intersection with line L3 to a tangency point with line L11; thence following line L11 to a tangency point with the arc of radius R2, thence following the arc of radius R2 to a tangency point with line L4; thence following line L4 to a tangency point with the arc of radius R3, this segment having been referred to above as upper steeple land 134; thence following the arc of radius R3 to a tangency point with line L1; thence following line L1 to a tangency point with the arc of radius R4; thence following the arc of radius R4 to a tangency point with line L7; thence following line L7 to a tangency point with the arc of radius R5; thence following the arc of radius R5 to a tangency point with line L2; thence following line L2 to a tangency point with the arc of radius R6; thence following the arc of radius R6 to a tangency point with line L5; thence following line L5 to a tangency point with the arc of radius R7, this segment having been referred to above as a middle steeple land 128; thence following the arc of radius R7 to a tangency point with line L1; thence following line L1 to a tangency point with the arc of radius R8; thence following the arc of radius R8 to a tangency point with line L8; thence following line L8 to a tangency point with the arc of radius R9; thence following the arc of radius R9 to a tangency point with line L2; thence following line L2 to a tangency point with the arc of radius R10; thence following the arc of radius R10 to a tangency point with line L6; thence following line L6 to a tangency point with the arc of radius R11, this segment having been referred to above as the lower steeple land 122; thence following the arc of radius R11 to a tangency point with line L1; thence following line L1 to a tangency point with the arc of radius R12, thence following the arc of radius R12 to a tangency point with line L9; thence following line L9 to an intersection with the groove centerline 200. 
     For two preferred embodiments of the novel groove profile design, the numerical values of each of the several parameters are defined in tables VIII and IX, where linear dimensions are in inches and angular dimensions are in degrees. 
     Once more referring to FIGS. 5 and 6, alternate embodiments which include an elliptical fillet are defined by the numeric values in Tables X, XI, XII, XIII and XIV, where instead of following line L1 to a tangency point with the arc of radius R12, the line L1 is followed to the upper end point of a smooth curve through several &#34;ELLIPTICAL FILLET X AND Y COORDINATE POINTS&#34;, where the first of each pair of coordinate points indicates a distance measured perpendicular to the groove centerline 200 and the second of each pair of coordinate points indicates a distance measured perpendicularly down from line L9. This smooth curve is then followed to an intersection with the groove centerline. 
     Further stress reductions in the fillets of blade roots and rotor steeples may be achieved through a more uniform distribution of loads on the upper, middle and lower pairs of adjacent root and steeple lands. In the past, efforts to more uniformly distribute loads on blade root lands have been avoided because of concern for blade vibrations which occur when there is not contact between the upper blade root land and the upper steeple land. In order to assure contact between these lands prior designs have generally required that there be no gap between the upper root lands 35 and the upper steeple lands 134 at zero speed. This requirement has, in turn, resulted in relatively high stress levels on the upper lands 35, 134 and the upper fillets 33, 132 because proportionately low levels of force are transferred between the middle land pairs 41 and 128 and the lower land pairs 47 and 122. However, it has been found that contact between upper lands 35 and 134 may be assured at operating speeds without requiring contact between the upper lands at zero speed. It would be advantageous to provide a small gap between pairs of upper steeple and root pairs in order to achieve closure between middle land pairs 41 and 128 and between lower land pairs 47 and 128. This will result in a more uniform distribution of stresses through the lands thus reducing peak stress levels in the blade roots 13 and in the rotor steeples 110. 
     Referring now to FIG. 6 there is illustrated in cross section for one embodiment of the invention one side of a bilaterally symmetric blade root 13 positioned against a complementary side of a rotor steeple 110. The upper, middle and lower steeple lands 134, 128, 122 are substantially flat surfaces which are substantially parallel to one another. Similarly, the upper, middle and lower root lands 35, 41 and 47 are also substantially flat surfaces which are parallel to one another. The upper root land 35 is positionable at distance gt ranging up to 0.0001&#34; away from the adjacent upper steeple land, at zero turbine speed, which range assures contact between the upper root and steeple lands 35, 134 at operating speed. The middle root land 41 is positionable at distance gm ranging up to 0.0009&#34; from the adjacent middle steeple land 128 and the lower root land 47 is positionable a distance gb ranging up to 0.0006&#34; from the lower steeple land 122. It has been determined that blade root lands spaced according to these ranges from adjacent steeple lands at zero speed result in a more uniform distribution of peak stresses across the lands at turbine operating speeds than has been known in the prior art. Furthermore, it has been found that by selecting a range of values for the spacing gm which differ from the range of values for the spacing gb, more uniform stress distribution can be attained among lands than has previously been available in blade attachment designs which specify the same range of values for gm and gb. 
     The above-specified ranges of distance between adjacent steeple and rotor lands may be achieved by selective spacing between parallel lands on each side of the steeples and on each side of the grooves. In particular, the spacing rx between the upper and middle root lands 35 and 41 should range between 0.6013&#34; and 0.6018&#34; and the spacing ry between the upper and lower root lands 35 and 47 should range between 1.1420&#39; and 1.1425&#34;. Similarly, the spacing sx between the upper and middle steeple lands 134 and 128 should range between 0.6013&#34; and 0.6018&#34; and the spacing sy between the upper and lower steeple lands 134 and 122 should range between 1.1420&#34; and 1.1425&#34;. 
     
                       TABLE I______________________________________.6094  R1     TOP LAND RADIUS.17    R2     FIRST LAND INNER RADIUS.086   R3     FIRST LAND OUTER RADIUS.086   R4     SECOND LAND OUTER RELIEF RADIUS.093   R5     SECOND LAND INNER RELIEF RADIUS.093   R6     SECOND LAND INNER RADIUS.055   R7     SECOND LAND OUTER RADIUS.055   R8     THIRD LAND OUTER RELIEF RADIUS.093   R9     THIRD LAND INNER RELIEF RADIUS.093   R10    THIRD LAND INNER RADIUS.049   R11    THIRD LAND OUTER RADIUS.15    R12    BOTTOM RADIUS.7028  Y1     FIRST TO SECOND LAND BEARING         SURFACE DISTANCE.1576  Y3     TOP LAND OUTER THICKNESS.0992  Y7     SECOND LAND OUTER THICKNESS.3148  Y11    BOTTOM LAND OUTER THICKNESS1.3348 Y12    FIRST TO THIRD LAND BEARING         SURFACE DISTANCE2.9514 CY2    OUTER CONSTRUCTION ANGLE VERTEX         LOCATION.5384  CY3    TOP RADIUS CENTER LOCATION67.652368  AN1    LAND BEARING SURFACE ANGLE28.72232  AN2    LAND UNDERSIDE ANGLE.0197  D1     OUTER ANGLE CONSTRUCTION POINT.0446  D2     TOP RADIUS OFFSET.1883  D3     LAND WIDTH.01    D4     BOTTOM OFFSET DISTANCE.853669  A1     INNER CONSTRUCTION ANGLE17.652368  A2     OUTER CONSTRUCTION ANGLE______________________________________ 
    
     
                       TABLE II______________________________________.5214  R1     TOP LAND RADIUS.1455  R2     FIRST LAND INNER RADIUS.0736  R3     FIRST LAND OUTER RADIUS.0736  R4     SECOND LAND OUTER RELIEF RADIUS.0796  R5     SECOND LAND INNER RELIEF RADIUS.0796  R6     SECOND LAND INNER RADIUS.0471  R7     SECOND LAND OUTER RADIUS.0471  R8     THIRD LAND OUTER RELIEF RADIUS.0796  R9     THIRD LAND INNER RELIEF RADIUS.0796  R10    THIRD LAND INNER RADIUS.0419  R11    THIRD LAND OUTER RADIUS.1283  R12    BOTTOM RADIUS.6014  Y1     FIRST TO SECOND LAND BEARING         SURFACE DISTANCE.1348  Y3     TOP LAND OUTER THICKNESS.0849  Y7     SECOND LAND OUTER THICKNESS.2693  Y11    BOTTOM LAND OUTER THICKNESS1.1421 Y12    FIRST TO THIRD LAND BEARING         SURFACE DISTANCE2.5252 CY2    OUTER CONSTRUCTION ANGLE VERTEX         LOCATION.4607  CY3    TOP RADIUS CENTER LOCATION67.652368  AN1    LAND BEARING SURFACE ANGLE28.72232  AN2    LAND UNDERSIDE ANGLE.0169  D1     OUTER ANGLE CONSTRUCTION POINT.0382  D2     TOP RADIUS OFFSET.1611  D3     LAND WIDTH.0086  D4     BOTTOM OFFSET DISTANCE.853669  A1     INNER CONSTRUCTION ANGLE17.652368  A2     OUTER CONSTRUCTION ANGLE______________________________________ 
    
     
                       TABLE III______________________________________.6094  R1         TOP LAND RADIUS.17    R2         FIRST LAND INNER RADIUS.086   R3         FIRST LAND OUTER RADIUS.086   R4         SECOND LAND OUTER RELIEF             RADIUS.093   R5         SECOND LAND INNER RELIEF             RADIUS.093   R6         SECOND LAND INNER RADIUS.055   R7         SECOND LAND OUTER RADIUS.055   R8         THIRD LAND OUTER RELIEF             RADIUS.093   R9         THIRD LAND INNER RELIEF             RADIUS.093   R10        THIRD LAND INNER RADIUS.049   R11        THIRD LAND OUTER RADIUS.7028  Y1         FIRST TO SECOND LAND             BEARING SURFACE DISTANCE.1576  Y3         TOP LAND OUTER THICKNESS.0992  Y7         SECOND LAND OUTER             THICKNESS.3253  Y11        BOTTOM LAND OUTER             THICKNESS1.3348 Y12        FIRST TO THIRD LAND             BEARING SURFACE DISTANCE2.9514 CY2        OUTER CONSTRUCTION ANGLE             VERTEX LOCATION.5384  CY3        TOP RADIUS CENTER LOCATION67.652368  AN1        LAND BEARING SURFACE             ANGLE28.72232  AN2        LAND UNDERSIDE ANGLE.0197  D1         OUTER ANGLE CONSTRUCTION             POINT.0446  D2         TOP RADIUS OFFSET.1883  D3         LAND WIDIH.01    D4         BOTTOM OFFSET DISTANCE.853669  A1         INNER CONSTRUCTION ANGLE17.652368  A2R        OUTER CONSTRUCTION ANGLE*      REFX,REFY  ELLIPTICAL FILLET X AND Y             COORDINATE POINTS.0     - .0100.0694  -.0100.1041  -.0078.1373  -.0014.1680  .0086.1953  0214.2188  .0365.2385  .0529.2547  .0702.2674  .0878.2772  .1059.2842  .1239______________________________________ 
    
     
                       TABLE IV______________________________________0.5214 R1         TOP LAND RADIUS0.1455 R2         FIRST LAND INNER RADIUS0.0736 R3         FIRST LAND OUTER RADIUS0.0736 R4         SECOND LAND OUTER RELIEF             RADIUS0.0796 R5         SECOND LAND INNER RELIEF             RADIUS0.0796 R6         SECOND LAND INNER RADIUS0.0471 R7         SECOND LAND OUTER RADIUS0.0471 R8         THIRD LAND OUTER RELIEF             RADIUS0.0796 R9         THIRD LAND INNER RELIEF             RADIUS0.0796 R10        THIRD LAND INNER RADIUS0.0419 R11        THIRD LAND OUTER RADIUS0.6014 Y1         FIRST TO SECOND LAND             BEARING SURFACE DISTANCE0.1348 Y3         TOP LAND OUTER THICKNESS0.0849 Y7         SECOND LAND OUTER             THICKNESS0.2603 Y11        BOTTOM LAND OUTER             THICKNESS1.1421 Y12        FIRST TO THIRD LAND             BEARING SURFACE DISTANCE2.5252 CY2        OUTER CONSTRUCTION ANGLE             VERTEX LOCATION0.4607 CY3        TOP RADIUS CENTER LOCATION67.652368  AN1        LAND BEARING SURFACE             ANGLE28.722320  AN2        LAND UNDERSIDE ANGLE.0169  D1         OUTER ANGLE CONSTRUCTION             POINT0.0382 D2         TOP RADIUS OFFSET0.1611 D3         LAND WIDTH0.0086 D4         BOTTOM OFFSET DISTANCE0.853669  A1         INNER CONSTRUCTION ANGLE17.652368  A2         OUTER CONSTRUCTION ANGLE*      REFX,REFY  ELLIPTICAL FILLET X AND Y             COORDINATE POINTS0.0    - .0086.0594  -.0086.0891  -.0067.1175  -.0012.1437  .0073.1671  .0183.1872  .0312.2041  .0452.2179  .0600.2288  .0751.2372  .0906.2432  .1060______________________________________ 
    
     
                       TABLE V______________________________________.4398  R1         TOP LAND RADIUS.1227  R2         FIRST LAND INNER RADIUS.0621  R3         FIRST LAND OUTER RADIUS.0621  R4         SECOND LAND OUTER RELIEF             RADIUS.0671  R5         SECOND LAND INNER RELIEF             RADIUS.0671  R6         SECOND LAND INNER RADIUS.0397  R7         SECOND LAND OUTER RADIUS.0397  R8         THIRD LAND OUTER RELIEF             RADIUS.0671  R9         THIRD LAND INNER RELIEF             RADIUS.0671  R10        THIRD LAND INNER RADIUS.0354  R11        THIRD LAND OUTER RADIUS.5072  Y1         FIRST TO SECOND LAND             BEARING SURFACE DISTANCE.1137  Y3         TOP LAND OUTER THICKNESS.0716  Y7         SECOND LAND OUTER             THICKNESS.2154  Y11        BOTTOM LAND OUTER             THICKNESS.9632  Y12        FIRST TO THIRD LAND             BEARING SURFACE DISTANCE2.2457 CY2        OUTER CONSTRUCTION ANGLE             VERTEX LOCATION.3885  CY3        TOP RADIUS CENTER LOCATION67.652368  AN1        LAND BEARING SURFACE             ANGLE28.72232  AN2        LAND UNDERSIDE ANGLE.0257  D1         OUTER ANGLE CONSTRUCTION             POINT.0322  D2         TOP RADIUS OFFSET.1345  D3         LAND WIDTH.0072  D4         BOTTOM OFFSET DISTANCE.853669  A1         INNER CONSTRUCTION ANGLE16.652368  A2         OUTER CONSTRUCTION ANGLE*      REFX,REFY  ELLIPTICAL FILLET X AND Y             COORDINATE POINTS0.0    -.0072.0635  -.0072.0922  -.0054.1196  -.0001.1444  .0081.1662  .0186.1845  .0304.1996  .0432.2117  .0565.2211  .0699.2281  .0833.2331  .0966______________________________________ 
    
     
                       TABLE VI______________________________________.3708  R1         TOP LAND RADIUS.1034  R2         FIRST LAND INNER RADIUS.0523  R3         FIRST LAND OUTER RADIUS.0523  R4         SECOND LAND OUTER RELIEF             RADIUS.0566  R5         SECOND LAND INNER RELIEF             RADIUS.0566  R6         SECOND LAND INNER RADIUS.0335  R7         SECOND LAND OUTER RADIUS.0335  R8         THIRD LAND OUTER RELIEF             RADIUS.0566  R9         THIRD LAND INNER RELIEF             RADIUS.0566  R10        THIRD LAND INNER RADIUS.0298  R11        THIRD LAND OUTER RADIUS.4276  Y1         FIRST TO SECOND LAND             BEARING SURFACE DISTANCE.0958  Y3         TOP LAND OUTER THICKNESS.0604  Y7         SECOND LAND OUTER             THICKNESS.1816  Y11        BOTTOM LAND OUTER             THICKNESS.8120  Y12        FIRST TO THIRD LAND             BEARING SURFACE DISTANCE1.8931 CY2        OUTER CONSTRUCTION ANGLE             VERTEX LOCATION.3275  CY3        TOP RADIUS CENTER LOCATION67.652368  AN1        LAND BEARING SURFACE             ANGLE28.722320  AN2        LAND UNDERSIDE ANGLE.0217  D1         OUTER ANGLE CONSTRUCTION             POINT.0271  D2         TOP RADIUS OFFSET.1134  D3         LAND WIDTH.0061  D4         BOTTOM OFFSET DISTANCE.853669  A1         INNER CONSTRUCTION ANGLE16.652368  A2         OUTER CONSTRUCTION ANGLE*      REFX,REFY  ELLIPTICAL FILLET X AND Y             COORDINATE POINTS0.0    0.0.0535  0.0.0777  .0015.1008  .0060.1217  .0129.1401  .0217.1555  .0317.1683  .0425.1785  .0537.1864  .0650.1923  .0763.1965  .0875______________________________________ 
    
     
                       TABLE VII______________________________________.3128  R1         TOP LAND RADIUS.0873  R2         FIRST LAND INNER RADIUS.0441  R3         FIRST LAND OUTER RADIUS.0441  R4         SECOND LAND OUTER RELIEF             RADIUS.0477  R5         SECOND LAND INNER RELIEF             RADIUS.0477  R6         SECOND LAND INNER RADIUS.0282  R7         SECOND LAND OUTER RADIUS.0282  R8         THIRD LAND OUTER RELIEF             RADIUS.0477  R9         THIRD LAND INNER RELIEF             RADIUS.0477  R10        THIRD LAND INNER RADIUS.0252  R11        THIRD LAND OUTER RADIUS.3608  Y1         FIRST TO SECOND LAND             BEARING SURFACE DISTANCE.0809  Y3         TOP LAND OUTER THICKNESS.0509  Y7         SECOND LAND OUTER             THICKNESS.1564  Y11        BOTTOM LAND OUTER             THICKNESS.6852  Y12        FIRST TO THIRD LAND             BEARING SURFACE DISTANCE1.6907 CY2        OUTER CONSTRUCTION ANGLE             VERTEX LOCATION.2629  CY3        TOP RADIUS CENTER LOCATION67.652368  AN1        LAND BEARING SURFACE             ANGLE28.72232  AN2        LAND UNDERSIDE ANGLE.0263  D1         OUTER ANGLE CONSTRUCTION             POINT.0229  D2         TOP RADIUS OFFSET.0945  D3         LAND WIDTH.0050  D4         BOTTOM OFFSET DISTANCE.853669  A1         INNER CONSTRUCTION ANGLE15.652368  A2         OUTER CONSTRUCTION ANGLE*      REFX,REFY  ELLIPTICAL FILLET X AND Y             COORDINATE POINTS.0000  - .005.0608  -.005.0814  -.0037.1009  .0002.1187  .0061.1341  .0136.1472  .0222.1578  .0314.1663  .0409.1728  .0505.1777  .0601.1810  .0697______________________________________ 
    
     
                       TABLE VIII______________________________________.6094  R1     TOP LAND RADIUS.17    R2     FIRST LAND OUTER RADIUS.093   R3     FIRST LAND INNER RADIUS.093   R4     SECOND LAND INNER RELIEF RADIUS.085   R5     SECOND LAND OUTER RELIEF RADIUS.085   R6     SECOND LAND OUTER RADIUS.063   R7     SECOND LAND INNER RADIUS.063   R8     THIRD LAND INNER RELIEF RADIUS.085   R9     THIRD LAND OUTER RELIEF RADIUS.085   R10    THIRD LAND OUTER RADIUS.057   R11    THIRD LAND INNER RADIUS.15    R12    BOTTOM RADIUS.7028  Y1     FIRST TO SECOND LAND BEARING         SURFACE DISTANCE.1464  Y3     TOP LAND OUTER THICKNESS.088   Y7     SECOND LAND OUTER THICKNESS.3216  Y11    BOTTOM LAND OUTER THICKNESS1.3348 Y12    FIRST TO THIRD LAND BEARING         SURFACE DISTANCE2.9817 CY2    OUTER CONSTRUCTION ANGLE VERTEX         LOCATION.5246  CY3    TOP RADIUS CENTER LOCATION67.652368  AN1    LAND BEARING SURFACE ANGLE28.72232  AN2    LAND UNDERSIDE ANGLE.0027  D1     OUTER ANGLE CONSTRUCTION POINT.0496  D2     TOP RADIUS OFFSET.1879  D3     LAND WIDTH0.0    D4     BOTTOM OFFSET DISTANCE.853669  A1     INNER CONSTRUCTION ANGLE17.652368  A2     OUTER CONSTRUCTION ANGLE______________________________________ 
    
     
                       TABLE IX______________________________________.5214  R1     TOP LAND RADIUS.1455  R2     FIRST LAND OUTER RADIUS.0796  R3     FIRST LAND INNER RADIUS.0796  R4     SECOND LAND INNER RELIEF RADIUS.0727  R5     SECOND LAND OUTER RELIEF RADIUS.0727  R6     SECOND LAND OUTER RADIUS.0539  R7     SECOND LAND INNER RADIUS.0539  R8     THIRD LAND INNER RELIEF RADIUS.0727  R9     THIRD LAND OUTER RELIEF RADIUS.0727  R10    THIRD LAND OUTER RADIUS.0488  R11    THIRD LAND INNER RADIUS.1283  R12    BOTTOM RADIUS.6014  Y1     FIRST TO SECOND LAND BEARING         SURFACE DISTANCE.1238  Y3     TOP LAND OUTER THICKNESS.0738  Y7     SECOND LAND OUTER THICKNESS.2762  Y11    BOTTOM LAND OUTER THICKNESS1.1421 Y12    FIRST TO THIRD LAND BEARING         SURFACE DISTANCE2.5554 CY2    OUTER CONSTRUCTION ANGLE VERTEX         LOCATION.4468  CY3    TOP RADIUS CENTER LOCATION67.652368  AN1    LAND BEARING SURFACE ANGLE28.72232  AN2    LAND UNDERSIDE ANGLE-.0001 D1     OUTER ANGLE CONSTRUCTION POINT.0432  D2     TOP RADIUS OFFSET.1606  D3     LAND WIDTH0.0    D4     BOTTOM OFFSET DISTANCE0.853669  A1     INNER CONSTRUCTION ANGLE17.652368  A2     OUTER CONSTRUCTION ANGLE______________________________________ 
    
     
                       TABLE X______________________________________.6094  R1         TOP LAND RADIUS.17    R2         FIRST LAND OUTER RADIUS.093   R3         FIRST LAND INNER RADIUS.093   R4         SECOND LAND INNER RELIEF             RADIUS.085   R5         SECOND LAND OUTER RELIEF             RADIUS.085   R6         SECOND LAND OUTER RADIUS.063   R7         SECOND LAND INNER RADIUS.063   R8         THIRD LAND INNER RELIEF             RADIUS.085   R9         THIRD LAND OUTER RELIEF             RADIUS.085   R10        THIRD LAND OUTER RADIUS.057   R11        THIRD LAND INNER RADIUS.7028  Y1         FIRST TO SECOND LAND             BEARING SURFACE DISTANCE.1464  Y3         TOP LAND OUTER THICKNESS.0880  Y7         SECOND LAND OUTER             THICKNESS.3216  Y11        BOTTOM LAND OUTER             THICKNESS1.3348 Y12        FIRST TO THIRD LAND             BEARING SURFACE DISTANCE2.9817 CY2        OUTER CONSTRUCTION ANGLE             VERTEX LOCATION.5246  CY3        TOP RADIUS CENTER LOCATION67.652368  AN1        LAND BEARING SURFACE             ANGLE28.72232  AN2        LAND UNDERSIDE ANGLE.0027  D1         OUTER ANGLE CONSTRUCTION             POINT.0496  D2         TOP RADIUS OFFSET.1879  D3         LAND WIDTH.0000  D4         BOTTOM OFFSET DISTANCE.853669  A1         INNER CONSTRUCTION ANGLE17.652368  A2         OUTER CONSTRUCTION ANGLE*      GEFX,GEFY  ELLIPTICAL FILLET X AND Y             COORDINATE POINTS.0     .0.0785  .0000.1132  .0022.1464  .0086.1771  .0186.2044  .0314.2279  .0465.2477  .0629.2638  0802.2765  .0978.2863  .1159.2934  .1339______________________________________ 
    
     
                       TABLE XI______________________________________0.5214 R1         TOP LAND RADIUS.1455  R2         FIRST LAND OUTER RADIUS.0796  R3         FIRST LAND INNER RADIUS.0796  R4         SECOND LAND INNER RELIEF             RADIUS.0727  R5         SECOND LAND OUTER RELIEF             RADIUS.0727  R6         SECOND LAND OUTER RADIUS.0539  R7         SECOND LAND INNER RADIUS.0539  R8         THIRD LAND INNER RELIEF             RADIUS.0727  R9         THIRD LAND OUTER RELIEF             RADIUS.0727  R10        THIRD LAND OUTER RADIUS.0488  R11        THIRD LAND INNER RADIUS.6014  Y1         FIRST TO SECOND LAND             BEARING SURFACE DISTANCE.1238  Y3         TOP LAND OUTER THICKNESS.0738  Y7         SECOND LAND OUTER             THICKNESS.2762  Y11        BOTTOM LAND OUTER             THICKNESS1.1421 Y12        FIRST TO THIRD LAND             BEARING SURFACE DISTANCE2.5554 CY2        OUTER CONSTRUCTION ANGLE             VERTEX LOCATION.4468  CY3        TOP RADIUS CENTER LOCATION67.652368  AN1        LAND BEARING SURFACE             ANGLE28.722320  AN2        LAND UNDERSIDE ANGLE-.0001 D1         OUTER ANGLE CONSTRUCTION             POINT.0432  D2         TOP RADIUS OFFSET.1606  D3         LAND WIDTH0.0    D4         BOTTOM OFFSET DISTANCE.853669  A1         INNER CONSTRUCTION ANGLE17.652368  A2         OUTER CONSTRUCTION ANGLE*      GEFX,GEFY  ELLIPTICAL FILLET X AND Y             COORDINATE POINTS0.0    0.0.0680  0.0.0977  .0019.1261  .0074.1523  .0159.1757  .0269.1958  .0398.2127  .0538.2265  0686.2374  .0837.2458  .0992.2518  .1146______________________________________ 
    
     
                       TABLE XII______________________________________.4328  R1         TOP LAND RADIUS.1177  R2         FIRST LAND OUTER RADIUS.0671  R3         FIRST LAND INNER RADIUS.0671  R4         SECOND LAND INNER RELIEF             RADIUS.0621  R5         SECOND LAND OUTER RELIEF             RADIUS.0621  R6         SECOND LAND OUTER RADIUS.0447  R7         SECOND LAND INNER RADIUS.0447  R8         THIRD LAND INNER RELIEF             RADIUS.0621  R9         THIRD LAND OUTER RELIEF             RADIUS.0621  R10        THIRD LAND OUTER RADIUS.0404  R11        THIRD LAND INNER RADIUS.5072  Y1         FIRST TO SECOND LAND             BEARING SURFACE DISTANCE.1037  Y3         TOP LAND OUTER THICKNESS.0616  Y7         SECOND LAND OUTER             THICKNESS.2242  Y11        BOTTOM LAND OUTER             THICKNESS.9632  Y12        FIRST TO THIRD LAND             BEARING SURFACE DISTANCE2.2691 CY2        OUTER CONSTRUCTION ANGLE             VERTEX LOCATION.3835  CY3        TOP RADIUS CENTER LOCATION67.652368  AN1        LAND BEARING SURFACE             ANGLE28.72232  AN2        LAND UNDERSIDE ANGLE.0207  D1         OUTER ANGLE CONSTRUCTION             POINT.0322  D2         TOP RADIUS OFFSET.1341  D3         LAND WIDTH0.0    D4         BOTTOM OFFSET DISTANCE.853669  A1         INNER CONSTRUCTION ANGLE16.652368  A2         OUTER CONSTRUCTION ANGLE*      GEFX,GEFY  ELLIPTICAL FILLET X AND Y             COORDINATE POINTS0.0    0.0.069   0.0.0977  .0018.1251  .0071.1499  .0153.1717  .0258.1900  0376.2051  .0504.2172  .0637.2266  .0771.2336  .0905.2386  .1038______________________________________ 
    
     
                       TABLE XIII______________________________________.3638  R1         TOP LAND RADIUS.0984  R2         FIRST LAND OUTER RADIUS.0573  R3         FIRST LAND INNER RADIUS.0573  R4         SECOND LAND INNER RELIEF             RADIUS.0516  R5         SECOND LAND OUTER RELIEF             RADIUS.0516  R6         SECOND LAND OUTER RADIUS.0385  R7         SECOND LAND INNER RADIUS.0385  R8         THIRD LAND INNER RELIEF             RADIUS.0516  R9         THIRD LAND OUTER RELIEF             RADIUS.0516  R10        THIRD LAND OUTER RADIUS.0348  R11        THIRD LAND INNER RADIUS.4276  Y1         FIRST TO SECOND LAND             BEARING SURFACE DISTANCE.0858  Y3         TOP LAND OUTER THICKNESS.0504  Y7         SECOND LAND OUTER             THICKNESS.1893  Y11        BOTTOM LAND OUTER             THICKNESS.8120  Y12        FIRST TO THIRD LAND             BEARING SURFACE DISTANCE1.9165 CY2        OUTER CONSTRUCTION ANGLE             VERTEX LOCATION.3225  CY3        TOP RADIUS CENTER LOCATION67.652368  AN1        LAND BEARING SURFACE             ANGLE28.722320  AN2        LAND UNDERSIDE ANGLE.0167  D1         OUTER ANGLE CONSTRUCTION             POINT.0271  D2         TOP RADIUS OFFSET.1130  D3         LAND WIDTH0.0    D4         BOTTOM OFFSET DISTANCE.853669  A1         INNER CONSTRUCTION ANGLE16.652368  A2         OUTER CONSTRUCTION ANGLE*      GEFX,GEFY  ELLIPTICAL FILLET X AND Y             COORDINATE POINTS0.0    0.0.0590  0.0.0832  .0015.1063  .0060.1272  .0129.1456  .0217.1610  .0317.1738  .0425.1840  .0537.1919  .0650.1978  .0763.2020  .0875______________________________________ 
    
     
                       TABLE XIV______________________________________.3058  R1         TOP LAND RADIUS.0823  R2         FIRST LAND OUTER RADIUS.0491  R3         FIRST LAND INNER RADIUS.0491  R4         SECOND LAND INNER RELIEF             RADIUS.0427  R5         SECOND LAND OUTER RELIEF             RADIUS.0427  R6         SECOND LAND OUTER RADIUS.0332  R7         SECOND LAND INNER RADIUS.0332  R8         THIRD LAND INNER RELIEF             RADIUS.0427  R9         THIRD LAND OUTER RELIEF             RADIUS.0427  R10        THIRD LAND OUTER RADIUS.0302  R11        THIRD LAND INNER RADIUS.3608  Y1         FIRST TO SECOND LAND             BEARING SURFACE DISTANCE.0709  Y3         TOP LAND OUTER THICKNESS.0409  Y7         SECOND LAND OUTER             THICKNESS.163   Y11        BOTTOM LAND OUTER             THICKNESS.68520 Y12        FIRST TO THIRD LAND             BEARING SURFACE DISTANCE1.7157 CY2        OUTER CONSTRUCTION ANGLE             VERTEX LOCATION.2579  CY3        TOP RADIUS CENTER LOCATION67.652368  AN1        LAND BEARING SURFACE             ANGLE28.72232  AN2        LAND UNDERSIDE ANGLE.0213  D1         OUTER ANGLE CONSTRUCTION             POINT.0229  D2         TOP RADIUS OFFSET.0941  D3         LAND WIDTH0.0    D4         BOTTOM OFFSET DISTANCE.853669  A1         INNER CONSTRUCTION ANGLE15.652368  A2         OUTER CONSTRUCTION ANGLE*      GEFX,GEFY  ELLIPTICAL FILLET X AND Y             COORDINATE POINTS0.0    0.0.0664  0.0.087   .0013.1065  .0052.1243  .0111.1397  .0186.1528  .0272.1634  .0364.1719  .0459.1784  .0555.1833  .0651.1866  .0747______________________________________