Брошюра о компании Ruukki

The future will be built on solid foundations

2

Ruukki is a metal expert you can rely on all the way, whenever you need metal based materials,

components, systems and total solutions. We constantly develop our product range and operating

models to match your needs.

On the following pages you will fi nd more

information on the applications of Ruukki foun-

dation structures and the technical details of our

component and systems.

Expertise in steel and foundation construction

Ruukki is one of the foremost suppliers of steel

foundation structures in Europe. Our home mar-

ket covers the Baltic Sea region, but our effi cient

logistics have enabled us to supply solutions also

to demanding constructions in other parts of

Europe.

Ruukki is your expert partner. The solutions

we offer are economically competitive and techni-

cally fi rst-rate. They are based on versatile know-

how and responsible policy. For us, partnership

with the customer means commitment not only

to high delivery capacity and punctuality but also

consulting at the design and implementation

phase, where necessary.

When you select Ruukki as your partner, you

get all steel components, systems and overall so-

lutions for foundation and traffi c structures easi-

ly from the same supplier, if necessary. Our versa-

tile product range includes complete foundation

systems as well as an overall economic pile type

for all ground conditions.

Ruukki foundation solutions are based on

the following components and systems:

• RR piles

• RR large

diameter piles

• RD drilled piles

• RD casings tubes

• Shaft grouted piles

• Retaining walls

• RR steel foundations

for one-family and

terraced houses

Solutions for foundation construction

3

4

One-family and terraced houses

A steel pile foundation is the overall economic alterna-

tive for builders of one-family and terraced houses.

Use of steel piles has gained ground with them thanks

to many technical and economical advantages. The

versatile range of Ruukki steel pile dimensions and

products allows selecting the optimal size and length

of pile for the foundations of each house. The builder

of a one-family or terraced house generally pays the

piling contractor just for effective length. Steel piles

can be installed using light equipment which con-

serves the environment and reduces excavation need

and costs considerably. A broader package than steel

piling which further expedites foundation work is the

RR Steel Foundation. It is delivered to the customer

pre-designed and installed, if necessary.

Underpinning of foundations

In underpinning projects piling is generally performed

in restricted headroom conditions which requires

using short pile elements. The advanced splicing

technique of Ruukki’s RR and RD piles makes their

splicing fast and reliable. Steel piles displace relative-

ly little soil considering their load-bearing capacity

which minimizes the impact of installation on buil-

dings already damaged. Moreover, the straightness of

pipe piles can be checked after installation, if neces-

sary. Steel piling is a dependable method for under-

pinning foundations, and many culturally valuable

buildings are supported on Ruukki steel piles.

Residential and non-residential construction

Use of steel piles has increased strongly in traditional

residential and non-residential construction, espe-

cially where diffi cult ground conditions and structures

subject to heavy concentrated loads exist. Thanks

to the high load-bearing capacity and wide range of

dimensions, the number of piles can be optimized

which makes it safe to lay foundations of new build-

ings close to existing buildings since the installation

of steel pipes causes less vibration than that of other

pile types. The quickness of the installation of steel

piles even allows completing large projects reliably

and effi ciently on a short schedule. Such demands are

increasingly voiced especially in industrial construc-

tion.

Construction of bridges and other traffi c

infrastructure

In bridge construction steel pipe pile foundations are

an essential part of the overall structure and its func-

tioning. In small bridges extra intermediate structures

can be totally eliminated when piles are connected di-

rectly to the bridge deck without bearings. The shorter

construction time and effective structural solutions

are made use of, for instance, in railway underpass

bridges. Use of steel pipe piles has also increased

strongly in pile slabs where the soil displaced by driven

piles can be reduced to about a quarter of that of tra-

ditional piling solutions.

Harbour construction

One of the major and most traditional application

areas of large-diameter steel pipe piles is harbour con-

struction. The wharves and piers of the most promi-

nent Baltic Sea harbours are founded on steel pipe

piles due to their high load-bearing capacity, bending

stiffness and bending resistance. Combi-walls of steel

pipe piles and sheet piles have become the most com-

mon structural solutions for wharves since their modi-

fi ability allows easy optimization of the capacity and

shape of the structure. Harbour structures typically

incorporate long piles, and Ruukki has long experience

from their delivery and logistics management. That

know-how brings major cost savings to any project.


5

The old wooden piles of the Amsterdam Carré

theatre were replaced by a Ruukki pile system

for underpinning of foundations.

6

RR piles

RR piles (RR60–RR220) are micropiles installed by

impact driving or jacking and consist of a longitudi-

nally welded steel pipe, an external or internal friction

splice, a pile tip and a pile cap. RR piles are manufac-

tured from steel grade S440J2H developed by Ruukki

for piles.

RR piles have been type approved in Finland and

Sweden. All components of the piles are factory-made

which ensures a high quality end product and mini-

mizes the amount of work required on site.

The wide range of RR pile sizes and related

installation equipment make them an economical

alternative for various applications. They are used in

foundations of light structures as well as in demand-

ing bridge projects. Installation may take place in a

cramped basement or in an unconfi ned outdoor area.

Design and installation of RR piles is done in ac-

cordance with the RR Piling Manual. The load-bearing

range of the piles in serviceability limit state begins at

about 100 kN with the smaller pile extending to about

1,600 kN with the largest pile size. Piles are most often

installed using a hydraulic hammer, a drop hammer, a

pneumatic hammer or a hydraulic ram. A vibrator may

also be used.

The key advantages of RR piles are the quick and

cost-effi cient splicing technique, minor displacement

of soil, minor vibration disturbance, and high installa-

tion resistance.

RR piles

Pile type Dimensions Steel grade

RR60 60.3 x 6.3 S440J2H

RR75 76.1 x 6.3 S440J2H

RR90 88.9 x 6.3 S440J2H

RR115/6.3 114.3 x 6.3 S440J2H

RR115/8 114.3 x 8.O S440J2H

RR140/8 139.7 x 8.0 S440J2H

RR140/10 139.7 x 10.0 S440J2H

RR170/10 168.3 X 10.0 S440J2H

RR170/12.5 168.3 x 12.5 S440J2H

RR220/10 219.1 x 10.0 S440J2H

RR220/12.5 219.1 x 12.5 S440J2H

Sisäpuolinenjatkos

Maakärki

Kalliokärki

Ulkopuolinenjatkos

Paaluhattu

Bearing plate

External friction splice

Internal friction splice

Bottom plate

Rock shoe


7

RR large-diameter piles

RR large-diameter piles (RR400–RR1200) are driven

steel pipe piles consisting of a spirally welded steel

pipe and a pile tip, if necessary. RR large-diameter

piles are primarily made of S355J2H steel. High-

strength X60 and X70 steel grades may also be used.

The maximum length of a pipe pile is 32 metres.

Longer piles are spliced by welding.

End-bearing RR large-diameter piles are usually

equipped with RR rock shoes approved by the Finnish

Road Administration (TIEH608/2002/20/2). The most

general types have either a structural steel dowel or

a hardened steel dowel. All rock shoes are inspected

in accordance with the pertaining quality assurance

programme. Welding the rock shoe to the pipe pile at

an engineering workshop, for its part, ensures high

quality.

RR large-diameter piles are mostly installed

using a hydraulic hammer. Piles can also be installed

with a drop hammer moving inside the pile. RR large-

diameter piles with an open end can under certain

soil conditions be installed effectively with a vibrator.

The piles are generally reinforced and concreted after

installation. Then, piles may be dimensioned as a com-

posite structure of steel and concrete.

The key advantages of RR large-diameter piles

are high load-bearing capacity, great stiffness and

bending strength due to their shape, and high installa-

tion resistance due to the strength of steel.

The table below shows the stock sizes of RR

large-diameter pipes while the table on page 15 shows

standard sizes. Other sizes can be manufactured for

specifi c projects.


RR400/12.5 406.4 x 12.5 S355J2H

RR500/12.5 508 x 12.5 S355J2H

RR600/12.5 610 x 12.5 S355J2H

RR700/12.5 711 x 12.5 S355J2H

RR800/12.5 813 x 12.5 S355J2H

RR large-diameter piles, stock sizes (L = 12 m)

Rock shoe with structural steel dowel

Rock shoe with hardened steel dowel

Rock shoe withhollow dowel

Reinforced bottom plate

8

RD drilled piles (RD90–RD700) are special piles,

installed by drilling in diffi cult ground and environ-

mental conditions, which consist of a longitudinally

or spirally welded steel pipe, splices where necessary,

and, possibly, a drill bit attached to the lower end.

The standard steel grade of piles RD90–RD320 is

S440J2H. Grade S550J2H may also be used, if neces-

sary. The standard steel grade of RD400–RD700 piles

is S355J2H, but grades X60 and X70 may also be used.

RD drilled piles are spliced either by using an ex-

ternal threaded sleeve (RD90–RD220) or by welding.

Mechanized welding is used especially in foundation

underpinnings.

End-bearing RD drilled piles are installed by per-

cussion drilling methods using a DTH hammer or a

top hammer. The drilling method may be either centric

or eccentric. Large-diameter or long RD drilled piles

are usually installed using a DTH hammer by the cen-

tric drilling method. The smallest drilled piles (RD90–

RD115) can be installed by top hammer equipment

while rotating the pipe pile, without using separate

drill tubes. Selection of the proper drilling and fl ush-

ing method minimizes disturbance to the environment.

The piles may be drilled through all natural soil

layers all the way into the bedrock while deviations in

position and inclination remain small. RD drilled piles

have a reliable rock contact which allows effective utili-

zation of the pile’s structural load-bearing capacity.

Internally concreted − and reinforced, if necessary − RD

drilled pipe piles may be dimensioned as composite

structures.

RD drilled piles


RD90/6.3 88.9 x 6.3 S440J2HRD115/6.3 114.3 x 6.3 S440J2HRD115/8 114.3 x 8 S440J2HRD140/8 139.7 x 8.0 S440J2HRD140/10 139.7 x 10.0 S440J2HRD170/10 168.3 x 10.0 S440J2HRD170/12.5 168.3 x 12.5 S440J2HRD220/12.5 219.1 x 12.5 S440J2HRD320/12.5 323.9 x 12.5 S440J2HRD400/12.5 406.4 x 12.5 S355J2HRD500/12.5 508 x 12.5 S355J2HRD600/12.5 610 x 12.5 S355J2HRD700/12.5 711 x 12.5 S355J2H

RD drilled piles


9

RD casings tubes (RD140–RD270) are protective pipes

installed by drilling, made of longitudinally welded

steel pipe. The standard steel grade for RD casing

tubes is S355J2H.

The casing tubes are used, for instance, in drill-

ing water and thermal wells and steel core piles and an-

chors. RD casing tubes are usually spliced by welding.

RD casings tubes

The special requirements of installation drilling

shown in the adjoining table have been taken into ac-

count in the manufacture of RD casing tubes. The high

strength of RD casing tubes together with suffi cient

wall thickness ensure a reliable end result even in dif-

fi cult drilling conditions. All RD casing tubes are highly

weldable.

Length 3000±5mm, 6000±5mm

Degree of end bevel0° + 60° (one end bevelled)

Root face 1.6mm±0.8mm

Perpendicularity of ends

±0.4°

Internal pipe surfaceInternal burr from longitudinal welding removed

Material certificate EN 10204-2.2

Technical terms of delivery: EN 10219

Product Dimensions Steel grade

RD140/5.0 139.7 x 5.0 S355J2H

RD170/5.0 168.3 x 5.0 S355J2H

RD190/5.0 193.7 x 5.0 S355J2H

RD220/6.3 219.1 x 6.3 S355J2H

RD270/6.3 273.0 x 6.3 S355J2H

RD casings tubes

10

Shaft grouted piles

Shaft grouted RR and RD piles are primarily shaft-

bearing micropiles where shaft resistance between

soil and pile is improved through continuous shaft

grouting. These piles are suitable for frictional soils

where the high skin friction of grouted piles allows

using essentially shorter piles.

The shaft grouting method may be used with

both RR and RD drilled piles. In both cases the grout

is fed into the pile from the top and then discharges

into the space and soil surrounding the pile through

the grouting holes at the bottom section of the pile.

A collar is attached to the lower end of the driven pile

to make suffi cient room for the grout surrounding the

pile. The grouting holes are located at the lower end

of the pile pipe. The suffi cient diameter of the drilled

RD pile is produced by using a drill bit wider than the

pile pipe and high injection pressure, if necessary. The

injection holes are located in the drill bit.

Shaft grouted piles are usually made of RR/

RD90−140 pile sections. The diameter of the collar or

drill bit is usually 140−220 mm.

Grout, pressurized if necessary

RR pile element

Splice

Grout mantle

Grouting holesCollar

Pile toe

Drill bit

Grout mantle

RD pile element

Splice

Shaft grouted RD pile

Shaft grouted RR pile

Grout,

pressurized


11

Retaining walls

RR large-diameter pipe piles can be built into a con-

tinuous combi-wall by welding interlocking sections

or complete sheet piles onto them. In a combi-wall the

pipe piles act as the load-bearing structure, and the

sheet piles make the wall continuous. In a pipe pile wall

the piles are joined by interlocking sections welded

onto them.

Steel pipe pile-based retaining walls are used in

harbours for both wharves and piers. A quite common

application is also as a permanent underground retain-

ing wall structure.

Combi- and pipe pile walls have clearly better re-

sistance against vertical loads than regular sheet-pile

walls. Combi- and pipe pile walls also have excellent

bending stiffness and resistance considering the used

material.

The pipe piles of retaining walls are generally

installed open-ended, but can be equipped with pile

shoes or toe reinforcements. They are usually installed

by a hydraulic hammer or a vibrator.

Retaining walls delivered by Ruukki include pipe

piles, pipe accessories if necessary, and welding of

interlocking sections or entire sheet piles to pipe piles.

Application of various corrosion protections is also

possible.

12

RR steel foundation

The RR steel foundation is intended for one-family and

terraced houses and performs correctly from the build-

ing physical viewpoint while also being risk-free. It is

the solution to many problems related to the function-

ality and laying of traditional foundations.

The base fl oor beams of the RR steel foundation

are supported directly on piles without any separate

footing structures. RR or RD steel piles cut above

ground level and the steel beams form a natural venti-

lated crawl space.

The RR steel foundation eliminates the risk of

moisture rise from soil to structures as well as pre-

vents harmful radon from entering the interior of the

building. The foundation can be clad with the desired

plinth system. The RR steel foundation sets no specifi c

requirements on the base fl oor structures which most

often are of wood or hollow-core slabs.

The RR steel foundation of a one-family or ter-

raced house, including piling, can be completed as

quickly as in a few days thanks to the quick joining

technique and high degree of prefabrication. Soil

conditions or seasons impact installation relatively

little. The RR steel foundation requires only minimal

earthmoving and excavation, drainage and frost

protection. The foundation also ensures effective

servicing of structures and building systems as well

as allows modifi cation of spaces.

A Ruukki delivery always includes design and

manufacture of the fl oor beams. If necessary, we

deliver a ready-made foundation including any

possible plinth structure and base fl oor − installed.


13

Long-term durability

Foundation structures are generally designed to cor-

respond to the service life required of the building or

structure. Where steel foundation structures are de-

signed and protected considering the ambient condi-

tions, the result is a long-lasting and safe solution. The

dimensioning of the service life of steel structures,

soil corrosion rates and the use of various coatings

are presently widely mastered.

In the design of piles, soil corrosion is factored in

by overdimensioning pile wall thickness. Recommend-

ed corrosion allowances for different soil conditions

are presented in the table below. Internal corrosion of a

steel pipe pile closed at the top and bottom is negligi-

ble.

In harbour structures and other aggressive

conditions it may be benefi cial to protect piles with

an external coating. Ruukki delivers RR400−RR1200

piles with a triple coating according to standard DIN

30670. In this method a thin epoxy fi lm is melted onto

a jet-cleaned steel pipe, and adhesive and polyethylene

fi lms are extruded on it over the entire pile length. Dur-

ing cooling extremely strong bonds form between the

components of the coating which ensures the adher-

ence and good chemical and mechanical properties of

the coating. In this solution the epoxy fi lm protects

the pile against corrosion and the polyethylene fi lm

protects the epoxy fi lm against damage.

The beams of the RR steel foundation are usually

hot-dip galvanized. A common zinc layer thickness of

structural hollow sections is 150 Ðm (always over 100

Teräs

Epoksi

Adheesiokalvo

Polyeteeni

Putkien ulkopuolinen 3-kerrospinnoite.

Loss in material thickness (mm) above or below the water table due to corrosion

Soil conditions Required design working life (years)

5 years 25 years 50 years 75 years 100 years

Undisturbed natural soils (sand, silt, clay, schist…) 0.00 0.30 0.60 0.90 1.20

Polluted natural soils and industrial sites 0.15 0.75 1.50 2.25 3.00

Aggressive natural soils (swamp, marsh, peat…) 0.20 1.00 1.75 2.50 3.25

Non-compacted non-aggressive fi lls (clay, schist, sand, silt…) 0.18 0.70 1.20 1.70 2.20

Non-compacted aggressive fi lls (ashes, slag…) 0.50 2.00 3.25 4.50 5.75

Note:

1) The values given are only for guidance. Local conditions should be considered.

2) Corrosion rates in compacted fi ll are lower than those in non-compacted fi ll. In compacted fi lls the fi gures in the table should be divided by two.

3) The values given for 5 and 25 years are based on measurements, whereas the other are extrapolated.

Source: European Committee for Standardization EN 1993-5. Eurocode 3: Design of Steel Structures - Part 5: Piling. (EN 2003)

The loss of material thickness due to atmospheric corrosion may be taken as 0.01 mm per year in normal atmospheres

and as 0.02 mm per year in marine conditions (EN 1993-5, ch. 4.4).

Ðm). According to long-term corrosion tests in Finland,

zinc corrodes less than 0.5 Ðm per year in rural climate

and about 1 Ðm per year in urban climate, for instance,

in the metropolitan area.

Steel

Epoxy

Adhesive fi lm

Polyethylene

External triple layer pile coating

14

Design and execution

Steel pipe piles are designed in accordance with valid

European (CEN) and/or national codes, standards and

norms.

The extensive size range and steel grades of

Ruukki steel pipe piles are the ideal choice for design-

ing an overall economical foundation.

Structural design of piles may be based either

on a steel structure, or in the case of concrete-fi lled

piles on a steel-concrete composite structure. Corro-

sion of steel piles is generally taken into account by

subtracting the corrosion allowance corresponding to

the design life of a structure from the wall thickness

of the cross-section.

Geotechnical design of piles is based on static

bearing-capacity formulas or methods based on sound-

ing resistance. The geotechnical capacity of a pile is

the sum of toe and shaft resistance. The load-bearing

capacity of driven RR piles is usually based on toe re-

sistance while that of shaft grouted piles results from

shaft resistance.

The geotechnical capacity of driven piles can

be determined during installation by dynamic piling

formulas and advance piling simulations based on the

stress wave theory. The geotechnical capacity of piles

and validity of the end-driving criteria can be ensured

by dynamic or static test loadings.

The geotechnical capacity of piles supported on

rock is ensured by drilling the pile suffi ciently deep

into solid rock. The integrity of the rock is determined

by percussion drillings.

The selection of pile installation equipment and

the analysis of driveability or drillability are a key part

of steel pile design. In the selection of equipment for

driven piles it must be ascertained that the equipment

is able to install the piles to the depth required to

attain the necessary geotechnical capacity. Selected

equipment must also be effective enough to mobilize

the required bearing capacity in dynamic test load-

ing. Alternatively, a separate test hammer can be used.

Moreover, it must be seen to that the equipment used

do not damage the pile during installation.

Correspondingly, in the selection of the drilling

equipment and method for drilled piles, and during the

installation of the piles, it should be ascertained that

it is possible to install the piles at the design depth

in solid rock, possible obstructions in the soil can be

penetrated, and that the environmental impacts of the

drilling are minimized.

Steel Carbon Chemical composition, max. Mechanical properties

grade equivalent

CEV

fy fu A5 Impact strength

max C Mn P S min min T KV min

[%] [%] [%] [%] [%] [MPa] [MPa] [%] [°C] [J]

S355J2H 0.39 0.22 1.60 0.035 0.035 355 490-630 20 -20 27

S440J2H 0.39 0.18 1.60 0.020 0.018 440 490-630 17 -40 *) 27

S550J2H 0.39 0.12 1.80 0.025 0.015 550 600-760 14 -20 *) 27

X60 0.43 0.15 1.60 0.030 0.030 413 517 18 0 27

X70 0.43 0.15 1.70 0.030 0.030 482 565 18 0 27

Availability of steel grades by products is indicated on product-specific pages.*) With material thicknesses exceeding 10 mm impact strength requirement must be agreed separately.

Steel grades of Ruukki steel pipe piles

The accuracy of the contents of this brochure has been inspected with utmost care. Yet, we do not assume responsibility

for any mistakes or direct or indirect damages due to incorrect application of the information. Right to changes is

reserved.


15

Pile dimensions

AAu

Ab

=Cross-section area=External surface area=Pile base area

ZI

Wel

=Pile impedance=Moment of inertia=Section modulus

Cross-sectional values reduced by corrosionallowances of 1.2 mm and 2.0 mm

D

[mm]

t

[mm]

M

[kg/m]

A

[mm2]

Au

[m2/m]

Ab

[mm2]

Wel

[cm3]

I

[cm4]

EI

[kNm2]

Z

[kNs/m]

A1.2

[mm2]

A2.0

[cm4]

I1.2

[cm4]

I2.0

[cm4]

EI1.2

[kNm2]

EI2.0

[kNm2]

60.3 6.3 8.4 1069 0.19 2856 13.1 39.5 83 43.4 846 703 29.8 23.9 63 50

76.1 6.3 10.8 1382 0.24 4548 22.3 84.8 178 56.1 1099 916 65.0 52.8 137 111

88.9 6.3 12.8 1635 0.28 6207 31.6 140.2 295 66.4 1304 1089 108.4 88.7 228 186

114.3 6.3 16.8 2138 0.36 10261 54.7 312.7 657 86.8 1711 1432 244.5 201.4 514 423

114.3 8.0 21.0 2672 0.36 10261 66.4 379.5 797 108.5 2245 1966 311.3 268.2 654 563

139.7 5.0 16.6 2116 0.44 15328 68.8 480.5 1009 85.9 1594 1251 355.3 275.4 746 578

139.7 8.0 26.0 3310 0.44 15328 103.1 720.3 1513 134.4 2788 2445 595.1 515.2 1250 1082

139.7 10.0 32.0 4075 0.44 15328 123.4 861.9 1810 165.4 3553 3210 736.7 656.8 1547 1379

168.3 5.0 20.1 2565 0.53 22246 101.7 855.8 1797 104.1 1935 1520 636.0 494.6 1336 1039

168.3 10.0 39.0 4973 0.53 22246 185.9 1564.0 3284 201.9 4343 3928 1344.1 1202.7 2823 2526

168.3 12.5 48.0 6118 0.53 22246 222.0 1868.4 3924 248.4 5488 5073 1648.5 1507.1 3462 3165

193.7 5.0 23.3 2964 0.61 29468 136.3 1320.2 2773 120.3 2238 1760 984.1 766.9 2067 1610

219.1 6.3 33.1 4212 0.69 37703 217.8 2386.1 5011 171.0 3390 2848 1898.6 1582.4 3987 3323

219.1 10.0 51.6 6569 0.69 37703 328.5 3598.4 7557 266.7 5748 5205 3110.9 2794.7 6533 5869

219.1 12.5 63.7 8113 0.69 37703 396.6 4344.6 9124 329.4 7292 6749 3857.0 3540.9 8100 7436

273.0 6.3 41.4 5279 0.86 58535 344.0 4695.8 9861 214.3 4254 3576 3749.6 3132.6 7874 6579

323.9 12.5 96.0 12229 1.02 82397 916.7 14846.5 31178 496.5 11012 10206 13262.9 12226.7 27852 25676

406.4 10.0 97.8 12453 1.28 129717 1204.5 24475.8 51399 505.6 10926 9912 21340.7 19281.4 44816 40491

406.4 12.5 121.4 15468 1.28 129717 1477.9 30030.7 63064 628.1 13941 12928 26895.6 24836.3 56481 52156

457.0 10.0 110.2 14043 1.44 164030 1535.7 35091.3 73692 570.2 12325 11184 30628.9 27693.0 64321 58155

457.0 12.5 137.0 17456 1.44 164030 1888.2 43144.8 90604 708.7 15737 14597 38682.4 35746.5 81233 75068

508.0 10.0 122.8 15645 1.60 202683 1910.2 48520.2 101893 635.2 13735 12466 42386.1 38344.9 89011 80524

508.0 12.5 152.7 19458 1.60 202683 2352.6 59755.4 125486 790.0 17548 16279 53621.3 49580.1 112605 104118

508.0 14.2 172.9 22029 1.60 202683 2645.6 67198.6 141117 894.4 20118 18849 61064.5 57023.3 128236 119749

559.0 10.0 135.4 17247 1.76 245422 2325.6 65001.1 136502 700.3 15145 13748 56822.5 51428.6 119327 108000

559.0 12.5 168.5 21461 1.76 245422 2868.0 80161.8 168340 871.4 19358 17961 71983.2 66589.3 151165 139838

559.0 14.2 190.8 24304 1.76 245422 3228.3 90230.7 189485 986.8 22201 20804 82052.1 76658.2 172310 160982

610.0 10.0 148.0 18850 1.92 292247 2781.9 84846.6 178178 765.3 16554 15029 74213.3 67194.1 155848 141108

610.0 12.5 184.2 23464 1.92 292247 3434.6 104754.7 219985 952.7 21169 19644 94121.5 87102.3 197655 182915

610.0 14.2 208.6 26579 1.92 292247 3869.0 118003.9 247808 1079.2 24284 22759 107370.6 100351.4 225478 210738

610.0 16.0 234.4 29858 1.92 292247 4320.7 131781.4 276741 1212.3 27563 26038 121148.2 114129.0 254411 239671

660.0 10.0 160.3 20420 2.07 342119 3268.8 107870.5 226528 829.1 17937 16286 94396.3 85495.1 198232 179540

660.0 12.5 199.6 25427 2.07 342119 4039.6 133306.4 279944 1032.4 22944 21293 119832.2 110931.0 251648 232955

660.0 14.2 226.2 28810 2.07 342119 4553.4 150263.1 315553 1169.7 26326 24675 136788.9 127887.6 287257 268564

660.0 16.0 254.1 32371 2.07 342119 5088.5 167921.2 352635 1314.3 29887 28237 154447.0 145545.7 324339 305646

711.0 10.0 172.9 22023 2.23 397035 3805.9 135301.4 284133 894.2 19347 17568 118449.4 107309.5 248744 225350

711.0 12.5 215.3 27430 2.23 397035 4707.3 167343.2 351421 1113.7 24754 22975 150491.3 139351.4 316032 292638

711.0 14.2 244.0 31085 2.23 397035 5309.0 188735.2 396344 1262.1 28409 26630 171883.3 160743.4 360955 337561

711.0 16.0 274.2 34935 2.23 397035 5936.4 211039.8 443184 1418.4 32259 30480 194187.9 183047.9 407795 384401

762.0 10.0 185.5 23625 2.39 456037 4383.9 167028.4 350760 959.2 20757 18850 146276.7 132551.0 307181 278357

762.0 12.5 231.1 29433 2.39 456037 5426.0 206731.0 434135 1195.0 26565 24658 185979.3 172253.7 390557 361733

762.0 14.2 261.9 33360 2.39 456037 6122.6 233271.2 489870 1354.5 30492 28585 212519.5 198793.9 446291 417467

762.0 16.0 294.4 37498 2.39 456037 6849.7 260973.3 548044 1522.5 34630 32723 240221.6 226496.0 504465 475642

813.0 10.0 198.0 25227 2.55 519124 5002.8 203363.9 427064 1024.3 22167 20131 178153.0 161469.6 374121 339086

813.0 12.5 246.8 31436 2.55 519124 6195.8 251860.3 528907 1276.3 28375 26340 226649.4 209966.0 475964 440929

813.0 14.2 279.7 35635 2.55 519124 6994.2 284314.9 597061 1446.8 32575 30539 259103.9 242420.6 544118 509083

813.0 16.0 314.5 40062 2.55 519124 7828.3 318221.7 668266 1626.6 37001 34966 293010.8 276327.4 615323 580288

813.0 18.0 352.9 44956 2.55 519124 8741.7 355350.0 746235 1825.3 41896 39861 330139.1 313455.7 693292 658257

914.0 10.0 222.9 28400 2.87 656119 6349.0 290147.2 609309 1153.1 24959 22670 254307.1 230570.5 534045 484198

914.0 12.5 277.9 35402 2.87 656119 7871.1 359708.4 755388 1437.4 31961 29672 323868.3 300131.7 680124 630277

914.0 14.2 315.1 40141 2.87 656119 8891.6 406344.5 853323 1629.8 36700 34410 370504.4 346767.8 778059 728212

914.0 16.0 354.3 45138 2.87 656119 9959.3 455141.8 955798 1832.7 41697 39408 419301.7 395565.1 880534 830687

914.0 18.0 397.7 50668 2.87 656119 11130.5 508664.8 1068196 2057.2 47226 44937 472824.7 449088.1 992932 943085

1016.0 10.0 248.1 31604 3.19 810732 7871.1 399849.7 839684 1283.2 27779 25233 350602.3 317964.5 736265 667725

1016.0 12.5 309.3 39407 3.19 810732 9766.2 496123.1 1041858 1600.0 35582 33036 446875.7 414237.9 938439 869900

1016.0 14.2 350.8 44691 3.19 810732 11038.6 560762.0 1177600 1814.5 40865 38320 511514.6 478876.8 1074181 1005641

1016.0 16.0 394.6 50266 3.19 810732 12371.6 628479.4 1319807 2040.9 46440 43894 579232.0 546594.2 1216387 1147848

1016.0 18.0 443.0 56436 3.19 810732 13835.7 702854.2 1475994 2291.4 52610 50064 653606.9 620969.0 1372574 1304035

1220.0 10.0 298.4 38013 3.83 1168987 11405.5 695737.9 1461050 1543.4 33419 30360 610420.2 553821.4 1281883 1163025

1220.0 12.5 372.2 47418 3.83 1168987 14169.3 864326.6 1815086 1925.3 42824 39766 779008.9 722410.1 1635919 1517061

1220.0 14.2 422.3 53792 3.83 1168987 16028.9 977764.6 2053306 2184.0 49197 46139 892446.9 835848.1 1874139 1755281

1220.0 16.0 475.1 60520 3.83 1168987 17980.7 1096821.7 2303326 2457.2 55925 52867 1011504.0 954905.2 2124158 2005301

1220.0 18.0 533.6 67972 3.83 1168987 20128.6 1227843.9 2578472 2759.8 63377 60319 1142526.3 1085927.4 2399305 2280448

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