Reference Sheets - Pile Cap Capacity (Generic) · Job No. Sheet No. Rev. Job Title XX Pile Cap...

Job No. Sheet No. Rev.

Job Title

XX

Pile Cap Capacity (Generic) Input

Characteristic strength of concrete, fcu (≤ 60N/mm2; HSC N/A) 40 N/mm

2 OK

Yield strength of longitudinal steel, fy 460 N/mm2

Yield strength of shear link steel, fyv 460 N/mm2

Type of concrete and density, ρc 24 kN/m3

Cover to all (bottom) reinforcement, cover1 (usually 100) 75 mm

Cover to all (top) reinforcement, cover3 (usually 45 integrated base slab and 75 embedded)75 mm

Spacer for base steel, sr,base (≥ MAX (φb, 25mm)) 75 mm

Inclusion of top steel in estimated steel reinforcement quantity

Base steel, shear links with 8 x φ link anchorage, top steel of either {T20EW@p b , T20EW@S l , none},

noting that the T20 top steel will be changed to a smaller bar size if base steel φ b is less than T20;

Base steel anchorage, top steel anchorage, binders excluded;

Shear span, av

Note a v ≈ (0.5 to 1.5).S, where 0.5 and 1.5 refer to first and second shear perimeters, respectively

≈ (0.5 to 1.5).(2.5 to 3.0).D

≈ (0.5 to 1.5).(2.5 to 3.0).T cap /(1.5 to 2.5)

≈ (0.5 to 1.5).(1.0 to 2.0).T cap ;

≈ (0.5 to 1.0).T cap first shear perimeter, (1.5 to 3.0).T cap second shear perimeter;

Note a v ≥ 0.5d [EC2 cl.6.2.3(8)], note a v is the distance from 20% D inside face of pile to

the column base face based on cl.3.11.4.3 and cl.3.11.4.4 BS8110;

Note a large value of a v would be critical for longitudinal shear, whilst a small value would be

critical for deep beam bending and shear;

Note a large value of a v would ensure no shear enhancement, i.e. 2d/a v = 1.00 as may be

appropriate for rafts without piles;

Pile cap design theory (shallow beam bending theory)

Pile cap design theory (deep beam bending and shear theory)

Note although deep beam theory may not apply for the extreme piles in certain pile caps due to

their large width and / or length, it may be prudent to include deep beam theory in circumstances

where there exist a significant number of piles which are also close to the column;

Ultimate shear force theory (deep beam theory)

Factor, ks

Check longitudinal shear within section

Roughness coefficient, c

Roughness coefficient, µ

Normal stress across longitudinal shear interface, σn 0.00 N/mm2

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Reference Sheets - Pile Cap Capacity (Generic) Tables v2015.01.xlsx

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Pile Cap Capacity (Generic) Equations

Moment capacity per metre, M cap = (0.67.f cu /1.5 ).(0.9.1000.x).(d-0.45x)

Effective depth, d = T cap - cover 1 - φ link - [ φ b +(n layers,base -1)( φ b +s r,base )]/2 - φ b

Base steel area provided per metre, A s,prov,b = ( π . φ b2/4) . n layers,base / p b

Base steel area %, ρ w = 100A s,prov,b /(1000.d)

Neutral axis, x = (f y /1.05).(A s,prov,b )/[(0.9.1000).(0.67f cu /1.5)] < 0.5d

Moment capacity per metre (deep beam), M cap ,db = A s,prov,b .f y .T cap / 1.75 [Reynolds T.148]

Ultimate shear capacity per metre, V cap,ult = (1000.d).min(0.8f cu0.5

, 5N/mm2)

Design shear capacity per metre for design links, V cap,d = V cap,c + 0.75A sv,prov /S l .(0.95f yv ).d

Concrete shear capacity per metre for no nominal / design links, V cap,c = (2d/a v ).v c .(1000.d)

Shear enhancement, 2d/a v ≥ 1.00

Area provided by all links per metre, A sv,prov = (1/S l ). π . φ link2/4

Effective area provided by all links per metre, 0.75A sv,prov [EC2 cl.6.2.3(8), BS8110 cl.3.4.5.9]

Effective shear area per square metre, 0.75A sv,prov / S l

Nominal shear area per square metre, (0.4N/mm2).1000/(0.95f yv )

Shear coefficient limit, (400/d)1/4

>0.67 no links, (400/d)1/4

>1.00 with links

Shear strength, v c = (0.79/1.25)( ρ w f cu /25)1/3

(400/d )1/4

; ρ w <3; f cu <40; (400/d )1/4

>(0.67 or 1.00)

Ultimate shear capacity per metre for no nominal / design links (deep beam), V cap,ult,db

Note V cap,ult,db = 1000.T cap .f c '/10 γ m [cl.21.4.1 Reynolds]

Note f c ' is the cylinder compressive strength;

Note V cap,ult,db = min{1000.T cap . ν u , 2.1000.T cap2 ν c k s /a } [cl.2.4.2 CIRIA Guide 2]

Note ν u ultimate concrete shear strength from CP 110 T.6 and T.26 replaced by min{0.8f cu0.5

,

5.0}N/mm2}, ν c design concrete shear strength from CP 110 T.5 and T.25 replaced by v c

and factor, k s = {0.6, 1.0};

Concrete shear capacity per metre for no nominal / design links (deep beam), V cap,c,db

Note V cap,c,db = max{0, k 1 .(T cap -0.35a).f t .1000}+k 2 .A s,prov,b .d.sin2 θ /T cap

Distance to face of pile from column base face, a = MAX (0, a v - 0.2D) ≈ MAX (0, a v )

Empirical coefficient, k 1 = {0.70 NWC, 0.50 LWC}

Empirical coefficient, k 2 = {100 plain round bars, 225 deformed bars}

Cylinder splitting tensile strength, f t = 0.5(f cu )0.5

Angle between horizontal bar and critical diagonal crack, θ = tan-1

(T cap /a )

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Reference Sheets - Pile Cap Capacity (Generic) Tables v2015.01.xlsxMade by Date Chd.

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Longitudinal shear capacity per metre, V Rdi = (z.b i ).v Rdi / β EC2

Bending stress ratio per metre, K = [M cap,adopt /1000d2] / f cu <= 0.156 cl.6.2.5

Lever arm, z = d . [0.5 + (0.25-K/0.9)0.5

] <= 0.95d

Ratio, β = 1.0 1.0 EC2

Width of the interface, b i = 1000mm 1000 mm cl.6.2.5

Longitudinal shear stress limit, v Rdi EC2

cl.6.2.5

Note c.f ctd = 0.00 if σ n is negative (tension); cl.6.2.5

Roughness coefficient, c 0.500 cl.6.2.5

Roughness coefficient, µ 0.9 cl.6.2.5

>(0.67 or 1.00) Design tensile strength, f ctd 1.40 N/mm2 EC2

with α ct =1.0, γ C =1.5 cl.3.1.6

2.10 N/mm2 T.3.1

3.00 N/mm2 T.3.1

40 N/mm2 T.3.1

Characteristic cylinder strength of concrete, f ck 32 N/mm2 T.3.1

Characteristic cube strength of concrete, f cu 40 N/mm2 T.3.1

Normal stress across longitudinal shear interface, σ n 0.00 N/mm2 EC2

Reinforcement ratio, ρ = A s / A i cl.6.2.5

Area of reinforcement, A s = A sv,prov / S l EC2

Note that the area of reinforcement crossing the shear interface may cl.6.2.5

include ordinary shear reinforcement with adequate anchorage at both

sides of the interface;

Area of the joint, A i = 1000.b i 1000000 mm2/m/m EC2

Design yield strength of reinforcement, f yd = f yv / γ S , γ S =1.15 400 N/mm2 cl.2.4.2.4

Angle of reinforcement, α = 90.0 ° 90.0 degrees cl.6.2.5

Design compressive strength, f cd 21 N/mm2 EC2

with α cc =1.0, γ C =1.5 cl.3.1.6

Strength reduction factor for concrete cracked in shear, ν 0.524 EC2

cl.6.2.2

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Practical Considerations in Choice of Pile Cap Reinforcement

1 Pile cap dimensions and reinforcement optimally chosen such that estimated steel

reinforcement quantity is between 75-160kg/m3.

2 Pile cap reinforcement chosen based upon: -

(a) base steel diameter ≥ T12 when 300mm ≤ T cap ≤ 500mm

base steel diameter ≥ T16 when 600mm ≤ T cap ≤ 1100mm









(b) base steel pitch at 150mm

(c) base steel layers 1 when 300mm ≤ T cap ≤ 1100mm

base steel layers 2 when 1200mm ≤ T cap ≤ 1800mm








(d) shear link diameter ≤ MIN {base steel diameter, 25mm}

(e) shear link diameter ≥ 12mm when 300mm ≤ T cap ≤ 1100mm

shear link diameter ≥ 16mm when 1200mm ≤ T cap ≤ 1800mm








(f) shear link pitch at multiples of 150mm

(g) shear link pitch ≥ 150mm when 300mm ≤ T cap ≤ 1100mm

shear link pitch ≥ 300mm when 1200mm ≤ T cap ≤ 1800mm








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Pile Cap Capacity (Generic) Tables

Adopted Adopted

Pile Base Base Base Shear Shear Shear Est. Moment Shear

Cap Steel Steel Steel Link Link Span Steel Capacity Capacity

Thk. Dia. Pitch Layers Dia. Pitch Reinf. Adopted Adopted

Tcap φφφφb pb nlayers,base φφφφlink Sl av Quantity Mcap,adopt Vcap,adopt

m mm mm mm mm mm kg/m3 kNm/m kN/m

- - - -

0.300 12 150 1 0 0 150 39 59 356

0.300 12 150 1 12 300 150 74 59 407

0.300 12 150 1 12 150 150 126 59 636

0.300 16 150 1 0 0 150 70 106 413

0.300 16 150 1 12 300 150 123 101 457

- - - -

0.400 12 150 1 12 150 200 104 79 810

0.400 16 150 1 0 0 200 53 141 549

0.400 16 150 1 12 300 200 95 141 637

0.400 16 150 1 16 300 200 106 141 717

0.400 16 150 1 12 150 200 151 141 905

- - - -

0.500 12 150 1 12 150 250 91 99 854

0.500 16 150 1 0 0 250 42 176 660

0.500 16 150 1 12 300 250 78 176 792

0.500 16 150 1 16 300 250 89 176 904

0.500 16 150 1 12 150 250 129 176 1044

0.500 20 150 1 0 0 250 66 275 749

0.500 20 150 1 12 300 250 116 275 875

0.500 20 150 1 20 450 250 112 275 887

0.500 20 150 1 16 300 250 126 275 984

- - - -

0.600 16 150 1 12 300 300 67 211 967

0.600 16 150 1 16 300 300 77 211 1110

0.600 16 150 1 12 150 300 114 211 1152

0.600 16 150 1 16 150 300 154 211 1156

0.600 20 150 1 0 0 300 55 330 859

0.600 20 150 1 12 300 300 98 330 1069

0.600 20 150 1 20 450 300 95 330 1088

0.600 20 150 1 16 300 300 108 330 1209

0.600 20 150 1 20 300 300 123 330 1350

0.600 20 150 1 12 150 300 155 330 1343

0.600 25 150 1 0 0 300 86 516 976

0.600 25 150 1 12 300 300 129 516 1180

0.600 25 150 1 20 450 300 126 516 1194

- - - -

0.700 16 150 1 16 300 350 68 247 1267

0.700 16 150 1 12 150 350 103 247 1264

0.700 16 150 1 16 150 350 142 247 1267

0.700 20 150 1 0 0 350 47 385 956

0.700 20 150 1 12 300 350 86 385 1261

0.700 20 150 1 20 450 350 83 385 1290

0.700 20 150 1 16 300 350 95 385 1433

0.700 20 150 1 20 300 350 109 385 1478

0.700 20 150 1 12 150 350 138 385 1471

- - - -

Pile Cap Dimensions and Reinforcement




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Adopted Adopted






- - - -

0.700 25 150 1 0 0 350 73 602 1090

0.700 25 150 1 12 300 350 112 602 1396

0.700 25 150 1 25 600 350 102 602 1367

0.700 25 150 1 20 450 350 110 602 1421

0.700 25 150 1 16 300 350 122 602 1564

0.700 25 150 1 25 450 350 120 602 1563

0.700 25 150 1 20 300 350 136 602 1723

- - - -

0.800 16 150 1 12 150 400 95 282 1371

0.800 16 150 1 16 150 400 133 282 1373

0.800 20 150 1 0 0 400 41 440 1042

0.800 20 150 1 12 300 400 76 440 1444

0.800 20 150 1 20 450 400 74 440 1483

0.800 20 150 1 16 300 400 86 440 1598

0.800 20 150 1 20 300 400 99 440 1601

0.800 20 150 1 12 150 400 126 440 1595

0.800 25 150 1 0 0 400 64 688 1191

0.800 25 150 1 12 300 400 99 688 1603

0.800 25 150 1 25 600 400 91 688 1578

0.800 25 150 1 20 450 400 97 688 1638

0.800 25 150 1 16 300 400 109 688 1803

0.800 25 150 1 25 450 400 108 688 1809

0.800 25 150 1 20 300 400 122 688 1865

0.800 25 150 1 12 150 400 149 688 1858

0.800 32 150 1 0 0 400 105 1127 1374

0.800 32 150 1 12 300 400 140 1127 1795

- - - -

0.900 16 150 1 12 150 450 89 317 1474

0.900 16 150 1 16 150 450 126 317 1476

0.900 20 150 1 12 300 450 69 495 1620

0.900 20 150 1 20 450 450 67 495 1670

0.900 20 150 1 16 300 450 78 495 1718

0.900 20 150 1 20 300 450 91 495 1720

0.900 20 150 1 12 150 450 116 495 1715

0.900 20 150 1 16 150 450 153 495 1718

0.900 25 150 1 0 0 450 57 774 1284

0.900 25 150 1 12 300 450 89 774 1801

0.900 25 150 1 25 600 450 82 774 1782

0.900 25 150 1 20 450 450 88 774 1847

0.900 25 150 1 16 300 450 99 774 1999

0.900 25 150 1 25 450 450 98 774 2007

0.900 25 150 1 20 300 450 112 774 2003

0.900 25 150 1 12 150 450 137 774 1996

0.900 25 150 1 25 300 450 134 774 2007

0.900 32 150 1 0 0 450 94 1268 1485

- - - -

Reference Sheets - Pile Cap Capacity (Generic) Tables



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Adopted Adopted






- - - -

0.900 32 150 1 12 300 450 126 1268 2023

0.900 32 150 1 25 600 450 118 1268 1996

0.900 32 150 1 20 450 450 124 1268 2063

0.900 32 150 1 16 300 450 135 1268 2250

0.900 32 150 1 25 450 450 134 1268 2257

- - - -

1.000 16 150 1 12 150 500 84 352 1574

1.000 16 150 1 16 150 500 121 352 1576

1.000 20 150 1 12 300 500 63 551 1791

1.000 20 150 1 20 450 500 62 551 1836

1.000 20 150 1 16 300 500 72 551 1833

1.000 20 150 1 20 300 500 85 551 1836

1.000 20 150 1 12 150 500 109 551 1830

1.000 20 150 1 16 150 500 145 551 1833

1.000 25 150 1 0 0 500 51 860 1368

1.000 25 150 1 12 300 500 81 860 1993

1.000 25 150 1 25 600 500 75 860 1978

1.000 25 150 1 20 450 500 80 860 2049

1.000 25 150 1 16 300 500 91 860 2133

1.000 25 150 1 25 450 500 90 860 2141

1.000 25 150 1 20 300 500 103 860 2136

1.000 25 150 1 12 150 500 127 860 2130

1.000 25 150 1 25 300 500 125 860 2141

1.000 32 150 1 0 0 500 84 1409 1586

1.000 32 150 1 12 300 500 114 1409 2243

1.000 32 150 1 25 600 500 107 1409 2220

1.000 32 150 1 20 450 500 113 1409 2293

1.000 32 150 1 16 300 500 123 1409 2502

1.000 32 150 1 25 450 500 123 1409 2516

1.000 32 150 1 20 300 500 136 1409 2529

1.000 32 150 1 12 150 500 160 1409 2521

- - - -

1.100 16 150 1 12 150 550 80 388 1671

1.100 16 150 1 16 150 550 116 388 1673

1.100 20 150 1 20 450 550 57 606 1948

1.100 20 150 1 16 300 550 67 606 1945

1.100 20 150 1 20 300 550 79 606 1948

1.100 20 150 1 12 150 550 102 606 1943

1.100 20 150 1 16 150 550 138 606 1945

1.100 25 150 1 0 0 550 47 946 1447

1.100 25 150 1 12 300 550 75 946 2179

1.100 25 150 1 25 600 550 69 946 2168

1.100 25 150 1 20 450 550 74 946 2245

1.100 25 150 1 16 300 550 84 946 2263

1.100 25 150 1 25 450 550 84 946 2270

- - - -




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Adopted Adopted






- - - -

1.100 25 150 1 20 300 550 96 946 2266

1.100 25 150 1 12 150 550 119 946 2260

1.100 25 150 1 25 300 550 117 946 2270

1.100 25 150 1 16 150 550 155 946 2263

1.100 32 150 1 0 0 550 77 1550 1680

1.100 32 150 1 12 300 550 105 1550 2455

1.100 32 150 1 25 600 550 99 1550 2437

1.100 32 150 1 20 450 550 104 1550 2516

1.100 32 150 1 16 300 550 114 1550 2678

1.100 32 150 1 25 450 550 113 1550 2686

1.100 32 150 1 20 300 550 126 1550 2681

1.100 32 150 1 12 150 550 149 1550 2674

1.100 40 150 1 0 0 550 120 2422 1916

- - - -

1.200 20 150 2 0 0 600 55 1321 1566

1.200 20 150 2 20 450 600 81 1321 2451

1.200 20 150 2 16 300 600 90 1321 2627

1.200 20 150 2 20 300 600 103 1321 2631

1.200 25 150 2 0 0 600 86 2064 1792

1.200 25 150 2 25 600 600 107 2064 2637

1.200 25 150 2 20 450 600 112 2064 2719

1.200 25 150 2 16 300 600 121 2064 2964

1.200 25 150 2 25 450 600 121 2064 2988

1.200 25 150 2 20 300 600 133 2064 3063

- - - -

1.300 20 150 2 0 0 650 51 1431 1645

1.300 20 150 2 20 450 650 76 1431 2652

1.300 20 150 2 16 300 650 85 1431 2760

1.300 20 150 2 20 300 650 97 1431 2763

1.300 25 150 2 0 0 650 79 2237 1885

1.300 25 150 2 25 600 650 99 2237 2856

1.300 25 150 2 20 450 650 104 2237 2945

1.300 25 150 2 16 300 650 113 2237 3212

1.300 25 150 2 25 450 650 113 2237 3221

1.300 25 150 2 20 300 650 125 2237 3216

1.300 25 150 2 25 300 650 145 2237 3221

1.300 32 150 2 0 0 650 130 3664 2183

- - - -

1.400 20 150 2 20 450 700 71 1541 2848

1.400 20 150 2 16 300 700 80 1541 2890

1.400 20 150 2 20 300 700 92 1541 2893

1.400 25 150 2 0 0 700 73 2409 1972

1.400 25 150 2 25 600 700 93 2409 3070

1.400 25 150 2 20 450 700 98 2409 3165

1.400 25 150 2 16 300 700 106 2409 3362

- - - -


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Adopted Adopted






- - - -

1.400 25 150 2 25 450 700 106 2409 3370

1.400 25 150 2 20 300 700 118 2409 3366

1.400 25 150 2 25 300 700 138 2409 3370

1.400 32 150 2 0 0 700 120 3946 2288

1.400 32 150 2 25 600 700 140 3946 3459

1.400 32 150 2 20 450 700 144 3946 3556

- - - -

1.500 20 150 2 20 450 750 67 1652 3019

1.500 20 150 2 16 300 750 76 1652 3016

1.500 20 150 2 20 300 750 88 1652 3019

1.500 25 150 2 0 0 750 69 2581 2055

1.500 25 150 2 25 600 750 88 2581 3279

1.500 25 150 2 20 450 750 92 2581 3380

1.500 25 150 2 16 300 750 100 2581 3509

1.500 25 150 2 25 450 750 101 2581 3517

1.500 25 150 2 20 300 750 112 2581 3513

1.500 25 150 2 25 300 750 132 2581 3517

1.500 32 150 2 0 0 750 112 4228 2387

1.500 32 150 2 25 600 750 131 4228 3699

1.500 32 150 2 20 450 750 136 4228 3801

1.500 32 150 2 16 300 750 144 4228 4112

1.500 32 150 2 25 450 750 144 4228 4150

- - - -

1.600 20 150 2 20 450 800 64 1762 3144

1.600 20 150 2 16 300 800 72 1762 3141

1.600 20 150 2 20 300 800 84 1762 3144

1.600 25 150 2 0 0 800 64 2753 2134

1.600 25 150 2 25 600 800 83 2753 3484

1.600 25 150 2 20 450 800 87 2753 3591

1.600 25 150 2 16 300 800 95 2753 3653

1.600 25 150 2 25 450 800 95 2753 3661

1.600 25 150 2 20 300 800 107 2753 3656

1.600 25 150 2 25 300 800 126 2753 3661

1.600 32 150 2 0 0 800 105 4510 2481

1.600 32 150 2 25 600 800 124 4510 3933

1.600 32 150 2 20 450 800 128 4510 4041

1.600 32 150 2 16 300 800 136 4510 4321

1.600 32 150 2 25 450 800 136 4510 4330

1.600 32 150 2 20 300 800 148 4510 4325

- - - -

1.700 20 150 2 16 300 850 69 1872 3263

1.700 20 150 2 20 300 850 80 1872 3266

1.700 25 150 2 0 0 850 60 2925 2209

1.700 25 150 2 25 600 850 79 2925 3685

1.700 25 150 2 20 450 850 83 2925 3798

- - - -


jXXX 21



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Adopted Adopted






- - - -

1.700 25 150 2 16 300 850 91 2925 3794

1.700 25 150 2 25 450 850 91 2925 3802

1.700 25 150 2 20 300 850 102 2925 3798

1.700 25 150 2 25 300 850 121 2925 3802

1.700 32 150 2 0 0 850 99 4792 2571

1.700 32 150 2 25 600 850 117 4792 4163

1.700 32 150 2 20 450 850 121 4792 4277

1.700 32 150 2 16 300 850 129 4792 4487

1.700 32 150 2 25 450 850 130 4792 4496

1.700 32 150 2 20 300 850 141 4792 4491

- - - -

1.800 25 150 2 0 0 900 57 3097 2281

1.800 25 150 2 25 600 900 75 3097 3883

1.800 25 150 2 20 450 900 79 3097 3937

1.800 25 150 2 16 300 900 87 3097 3933

1.800 25 150 2 25 450 900 87 3097 3941

1.800 25 150 2 20 300 900 98 3097 3937

1.800 25 150 2 25 300 900 117 3097 3941

1.800 32 150 2 0 0 900 94 5074 2657

1.800 32 150 2 25 600 900 111 5074 4389

1.800 32 150 2 20 450 900 115 5074 4509

1.800 32 150 2 16 300 900 123 5074 4650

1.800 32 150 2 25 450 900 123 5074 4659

1.800 32 150 2 20 300 900 134 5074 4654

- - - -

1.900 20 150 3 20 450 950 73 3138 4019

1.900 20 150 3 16 300 950 81 3138 4044

1.900 20 150 3 20 300 950 92 3138 4048

1.900 25 150 3 0 0 950 81 4903 2581

1.900 25 150 3 25 600 950 98 4903 4352

1.900 25 150 3 20 450 950 102 4903 4475

1.900 25 150 3 16 300 950 110 4903 4705

1.900 25 150 3 25 450 950 110 4903 4713

1.900 25 150 3 20 300 950 121 4903 4708

1.900 25 150 3 25 300 950 140 4903 4713

1.900 32 150 3 0 0 950 133 8033 2998

- - - -

2.000 20 150 3 20 450 1000 70 3303 4179

2.000 20 150 3 16 300 1000 78 3303 4176

2.000 20 150 3 20 300 1000 89 3303 4179

2.000 25 150 3 0 0 1000 77 5161 2661

2.000 25 150 3 25 600 1000 94 5161 4566

2.000 25 150 3 20 450 1000 98 5161 4695

2.000 25 150 3 16 300 1000 105 5161 4857

2.000 25 150 3 25 450 1000 106 5161 4866

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Adopted Adopted






- - - -

2.000 25 150 3 20 300 1000 117 5161 4861

2.000 25 150 3 25 300 1000 135 5161 4866

2.000 32 150 3 0 0 1000 126 8456 3093

2.000 32 150 3 25 600 1000 143 8456 5161

2.000 32 150 3 20 450 1000 147 8456 5292

- - - -

2.100 20 150 3 20 450 1050 67 3468 4309

2.100 20 150 3 16 300 1050 75 3468 4306

2.100 20 150 3 20 300 1050 86 3468 4309

2.100 25 150 3 0 0 1050 73 5419 2737

2.100 25 150 3 25 600 1050 90 5419 4778

2.100 25 150 3 20 450 1050 94 5419 4913

2.100 25 150 3 16 300 1050 101 5419 5008

2.100 25 150 3 25 450 1050 102 5419 5016

2.100 25 150 3 20 300 1050 112 5419 5011

2.100 25 150 3 25 300 1050 131 5419 5016

2.100 32 150 3 0 0 1050 120 8879 3184

2.100 32 150 3 25 600 1050 137 8879 5403

2.100 32 150 3 20 450 1050 140 8879 5540

2.100 32 150 3 16 300 1050 148 8879 5922

2.100 32 150 3 25 450 1050 149 8879 5932

- - - -

2.200 20 150 3 16 300 1100 72 3633 4434

2.200 20 150 3 20 300 1100 83 3633 4437

2.200 25 150 3 0 0 1100 70 5677 2812

2.200 25 150 3 25 600 1100 86 5677 4986

2.200 25 150 3 20 450 1100 90 5677 5127

2.200 25 150 3 16 300 1100 97 5677 5156

2.200 25 150 3 25 450 1100 98 5677 5164

2.200 25 150 3 20 300 1100 109 5677 5159

2.200 25 150 3 25 300 1100 127 5677 5164

2.200 32 150 3 0 0 1100 115 9302 3272

2.200 32 150 3 25 600 1100 131 9302 5642

2.200 32 150 3 20 450 1100 135 9302 5784

2.200 32 150 3 16 300 1100 142 9302 6096

2.200 32 150 3 25 450 1100 143 9302 6106

2.200 32 150 3 20 300 1100 153 9302 6101

- - - -

2.300 20 150 3 16 300 1150 70 3799 4560

2.300 20 150 3 20 300 1150 81 3799 4563

2.300 25 150 3 0 0 1150 67 5935 2919

2.300 25 150 3 25 600 1150 83 5935 5192

2.300 25 150 3 20 450 1150 87 5935 5306

2.300 25 150 3 16 300 1150 94 5935 5302

2.300 25 150 3 25 450 1150 95 5935 5310

- - - -




CONSULTING

E N G I N E E R S



Made by Date Chd.

Drg. Ref.

Member/Location


Job Title

XX


Adopted Adopted






- - - -

2.300 25 150 3 20 300 1150 105 5935 5306

2.300 25 150 3 25 300 1150 123 5935 5310

2.300 32 150 3 0 0 1150 110 9725 3393

2.300 32 150 3 25 600 1150 126 9725 5877

2.300 32 150 3 20 450 1150 129 9725 6025

2.300 32 150 3 16 300 1150 137 9725 6268

2.300 32 150 3 25 450 1150 137 9725 6278

2.300 32 150 3 20 300 1150 148 9725 6272

- - - -

2.400 20 150 3 20 300 1200 79 3964 4687

2.400 25 150 3 0 0 1200 64 6193 3024

2.400 25 150 3 25 600 1200 80 6193 5394

2.400 25 150 3 20 450 1200 83 6193 5450

2.400 25 150 3 16 300 1200 91 6193 5446

2.400 25 150 3 25 450 1200 91 6193 5454

2.400 25 150 3 20 300 1200 102 6193 5450

2.400 25 150 3 25 300 1200 120 6193 5454

2.400 32 150 3 0 0 1200 105 10147 3518

2.400 32 150 3 25 600 1200 121 10147 6108

2.400 32 150 3 20 450 1200 124 10147 6263

2.400 32 150 3 16 300 1200 132 10147 6438

2.400 32 150 3 25 450 1200 132 10147 6447

2.400 32 150 3 20 300 1200 143 10147 6442

- - - -

2.500 25 150 3 25 600 1250 77 6451 5595

2.500 25 150 3 20 450 1250 81 6451 5592

2.500 25 150 3 16 300 1250 88 6451 5589

2.500 25 150 3 25 450 1250 89 6451 5596

2.500 25 150 3 20 300 1250 99 6451 5592

2.500 25 150 3 25 300 1250 117 6451 5596

2.500 32 150 3 0 0 1250 101 10570 3640

2.500 32 150 3 25 600 1250 117 10570 6337

2.500 32 150 3 20 450 1250 120 10570 6498

2.500 32 150 3 16 300 1250 127 10570 6606

2.500 32 150 3 25 450 1250 128 10570 6614

2.500 32 150 3 20 300 1250 138 10570 6610

- - - -

2.600 20 150 4 20 450 1300 69 5725 5465

2.600 20 150 4 16 300 1300 76 5725 5461

2.600 20 150 4 20 300 1300 87 5725 5465

2.600 25 150 4 0 0 1300 79 8946 3432

2.600 25 150 4 25 600 1300 95 8946 6064

2.600 25 150 4 20 450 1300 98 8946 6227

2.600 25 150 4 16 300 1300 105 8946 6351

2.600 25 150 4 25 450 1300 106 8946 6359

- - - -

CONSULTING

E N G I N E E R S






Drg. Ref.

Member/Location


Job Title

XX


Adopted Adopted






- - - -

2.600 25 150 4 20 300 1300 116 8946 6355

2.600 25 150 4 25 300 1300 134 8946 6359

2.600 32 150 4 0 0 1300 130 14657 3985

2.600 32 150 4 25 600 1300 145 14657 6865

2.600 32 150 4 20 450 1300 148 14657 7030

- - - -

2.700 20 150 4 16 300 1350 74 5946 5593

2.700 20 150 4 20 300 1350 85 5946 5596

2.700 25 150 4 0 0 1350 76 9290 3543

2.700 25 150 4 25 600 1350 91 9290 6277

2.700 25 150 4 20 450 1350 95 9290 6446

2.700 25 150 4 16 300 1350 102 9290 6503

2.700 25 150 4 25 450 1350 102 9290 6511

2.700 25 150 4 20 300 1350 113 9290 6507

2.700 25 150 4 25 300 1350 130 9290 6511

2.700 32 150 4 0 0 1350 125 15221 4117

2.700 32 150 4 25 600 1350 140 15221 7109

2.700 32 150 4 20 450 1350 143 15221 7279

2.700 32 150 4 16 300 1350 150 15221 7689

2.700 32 150 4 25 450 1350 151 15221 7699

- - - -

2.800 20 150 4 16 300 1400 72 6166 5723

2.800 20 150 4 20 300 1400 83 6166 5726

2.800 25 150 4 0 0 1400 73 9634 3654

2.800 25 150 4 25 600 1400 89 9634 6487

2.800 25 150 4 20 450 1400 92 9634 6657

2.800 25 150 4 16 300 1400 99 9634 6654

2.800 25 150 4 25 450 1400 99 9634 6662

2.800 25 150 4 20 300 1400 110 9634 6657

2.800 25 150 4 25 300 1400 127 9634 6662

2.800 32 150 4 0 0 1400 120 15785 4248

2.800 32 150 4 25 600 1400 135 15785 7349

2.800 32 150 4 20 450 1400 138 15785 7526

2.800 32 150 4 16 300 1400 146 15785 7866

2.800 32 150 4 25 450 1400 146 15785 7875

- - - -

2.900 20 150 4 16 300 1450 70 6386 5851

2.900 20 150 4 20 300 1450 81 6386 5854

2.900 25 150 4 0 0 1450 71 9978 3762

2.900 25 150 4 25 600 1450 86 9978 6695

2.900 25 150 4 20 450 1450 89 9978 6806

2.900 25 150 4 16 300 1450 96 9978 6803

2.900 25 150 4 25 450 1450 97 9978 6810

2.900 25 150 4 20 300 1450 107 9978 6806

2.900 25 150 4 25 300 1450 124 9978 6810

- - - -




CONSULTING

E N G I N E E R S



Made by Date Chd.

Drg. Ref.

Member/Location


Job Title

XX


Adopted Adopted






- - - -

2.900 32 150 4 0 0 1450 116 16348 4377

2.900 32 150 4 25 600 1450 131 16348 7587

2.900 32 150 4 20 450 1450 134 16348 7770

2.900 32 150 4 16 300 1450 141 16348 8041

2.900 32 150 4 25 450 1450 142 16348 8050

2.900 32 150 4 20 300 1450 152 16348 8045

- - - -

3.000 20 150 4 20 300 1500 79 6606 5981

3.000 25 150 4 0 0 1500 69 10322 3870

3.000 25 150 4 25 600 1500 83 10322 6900

3.000 25 150 4 20 450 1500 86 10322 6953

3.000 25 150 4 16 300 1500 93 10322 6950

3.000 25 150 4 25 450 1500 94 10322 6958

3.000 25 150 4 20 300 1500 104 10322 6953

3.000 25 150 4 25 300 1500 121 10322 6958

3.000 32 150 4 0 0 1500 112 16912 4504

3.000 32 150 4 25 600 1500 127 16912 7822

3.000 32 150 4 20 450 1500 130 16912 8011

3.000 32 150 4 16 300 1500 137 16912 8214

3.000 32 150 4 25 450 1500 138 16912 8224

3.000 32 150 4 20 300 1500 148 16912 8218

- - - -

3.100 25 150 4 0 0 1550 66 10666 3976

3.100 25 150 4 25 600 1550 81 10666 7103

3.100 25 150 4 20 450 1550 84 10666 7099

3.100 25 150 4 16 300 1550 91 10666 7096

3.100 25 150 4 25 450 1550 92 10666 7103

3.100 25 150 4 20 300 1550 102 10666 7099

3.100 25 150 4 25 300 1550 119 10666 7103

3.100 32 150 4 0 0 1550 109 17476 4629

3.100 32 150 4 25 600 1550 123 17476 8055

3.100 32 150 4 20 450 1550 126 17476 8250

3.100 32 150 4 16 300 1550 133 17476 8386

3.100 32 150 4 25 450 1550 134 17476 8395

3.100 32 150 4 20 300 1550 144 17476 8390

- - - -

3.200 25 150 5 0 0 1600 80 13763 4271

3.200 25 150 5 25 600 1600 95 13763 7563

3.200 25 150 5 20 450 1600 98 13763 7760

3.200 25 150 5 25 450 1600 105 13763 7852

3.200 32 150 5 0 0 1600 132 22550 4964

3.200 32 150 5 25 600 1600 146 22550 8570

3.200 32 150 5 20 450 1600 149 22550 8769

- - - -

- - - -

- - - -



CONSULTING

E N G I N E E R S



Reference Sheets - Pile Cap Capacity (Generic) Tables v2015.01.xlsxMade by Date

Drg. Ref.

Member/Location

Chd.


Job Title

XX


Adopted Adopted






- - - -

3.300 25 150 5 0 0 1650 78 14193 4384

3.300 25 150 5 25 600 1650 92 14193 7776

3.300 25 150 5 20 450 1650 95 14193 7979

3.300 25 150 5 25 450 1650 103 14193 8006

3.300 32 150 5 0 0 1650 128 23254 5097

3.300 32 150 5 25 600 1650 142 23254 8814

3.300 32 150 5 20 450 1650 145 23254 9019

3.300 32 150 5 25 450 1650 152 23254 9464

- - - -

3.400 25 150 5 0 0 1700 76 14623 4495

3.400 25 150 5 25 600 1700 90 14623 7987

3.400 25 150 5 20 450 1700 93 14623 8153

3.400 25 150 5 25 450 1700 100 14623 8157

3.400 32 150 5 0 0 1700 124 23959 5229

3.400 32 150 5 25 600 1700 138 23959 9056

3.400 32 150 5 20 450 1700 141 23959 9267

3.400 32 150 5 25 450 1700 149 23959 9642

- - - -

3.500 25 150 5 0 0 1750 73 15053 4605

3.500 25 150 5 25 600 1750 88 15053 8196

3.500 25 150 5 20 450 1750 90 15053 8304

3.500 25 150 5 25 450 1750 98 15053 8308

3.500 32 150 5 0 0 1750 120 24664 5359

3.500 32 150 5 25 600 1750 135 24664 9296

3.500 32 150 5 20 450 1750 137 24664 9512

3.500 32 150 5 25 450 1750 145 24664 9820

- - - -

3.600 25 150 5 0 0 1800 71 15484 4713

3.600 25 150 5 25 600 1800 86 15484 8404

3.600 25 150 5 20 450 1800 88 15484 8453

3.600 25 150 5 25 450 1800 96 15484 8457

3.600 32 150 5 0 0 1800 117 25368 5487

3.600 32 150 5 25 600 1800 131 25368 9533

3.600 32 150 5 20 450 1800 134 25368 9756

3.600 32 150 5 25 450 1800 141 25368 9995

- - - -

3.700 25 150 5 0 0 1850 69 15914 4821

3.700 25 150 5 25 600 1850 84 15914 8605

3.700 25 150 5 20 450 1850 86 15914 8601

3.700 25 150 5 25 450 1850 94 15914 8605

3.700 32 150 5 0 0 1850 114 26073 5615

3.700 32 150 5 25 600 1850 128 26073 9768

3.700 32 150 5 20 450 1850 130 26073 9997

3.700 32 150 5 25 450 1850 138 26073 10169

- - - -

- - - -




CONSULTING

E N G I N E E R S



Made by Date

Drg. Ref.

Member/Location

Chd.


Job Title

XX


Adopted Adopted






- - - -

3.800 25 150 5 0 0 1900 68 16344 4927

3.800 25 150 5 25 600 1900 82 16344 8752

3.800 25 150 5 20 450 1900 84 16344 8747

3.800 25 150 5 25 450 1900 92 16344 8752

3.800 32 150 5 0 0 1900 111 26778 5741

3.800 32 150 5 25 600 1900 125 26778 10002

3.800 32 150 5 20 450 1900 127 26778 10236

3.800 32 150 5 25 450 1900 135 26778 10342

- - - -

3.900 25 150 6 0 0 1950 79 20129 5224

3.900 25 150 6 25 600 1950 93 20129 9275

3.900 25 150 6 20 450 1950 96 20129 9495

3.900 25 150 6 25 450 1950 103 20129 9499

3.900 32 150 6 0 0 1950 130 32979 6077

3.900 32 150 6 25 600 1950 143 32979 10521

3.900 32 150 6 20 450 1950 146 32979 10759

3.900 32 150 6 25 450 1950 154 32979 11228

- - - -

4.000 25 150 6 0 0 2000 77 20645 5336

4.000 25 150 6 25 600 2000 91 20645 9487

4.000 25 150 6 20 450 2000 93 20645 9648

4.000 25 150 6 25 450 2000 101 20645 9652

4.000 32 150 6 0 0 2000 126 33824 6210

4.000 32 150 6 25 600 2000 140 33824 10763

4.000 32 150 6 20 450 2000 143 33824 11008

4.000 32 150 6 25 450 2000 150 33824 11408

- - - -

4.100 25 150 6 0 0 2050 75 21161 5446

4.100 25 150 6 25 600 2050 89 21161 9697

4.100 25 150 6 20 450 2050 91 21161 9799

4.100 25 150 6 25 450 2050 99 21161 9804

4.100 32 150 6 0 0 2050 123 34670 6340

4.100 32 150 6 25 600 2050 137 34670 11004

4.100 32 150 6 20 450 2050 139 34670 11254

4.100 32 150 6 25 450 2050 147 34670 11587

- - - -

4.200 25 150 6 0 0 2100 73 21677 5556

4.200 25 150 6 25 600 2100 87 21677 9906

4.200 25 150 6 20 450 2100 90 21677 9950

4.200 25 150 6 25 450 2100 97 21677 9954

4.200 32 150 6 0 0 2100 120 35516 6470

4.200 32 150 6 25 600 2100 134 35516 11243

4.200 32 150 6 20 450 2100 136 35516 11499

4.200 32 150 6 25 450 2100 144 35516 11764

- - - -

- - - -



CONSULTING

E N G I N E E R S



Reference Sheets - Pile Cap Capacity (Generic) Tables v2015.01.xlsxMade by Date

Drg. Ref.

Member/Location

Chd.


Job Title

XX


Adopted Adopted






- - - -

4.300 25 150 6 0 0 2150 72 22193 5664

4.300 25 150 6 25 600 2150 85 22193 10104

4.300 25 150 6 20 450 2150 88 22193 10099

4.300 25 150 6 25 450 2150 95 22193 10104

4.300 32 150 6 0 0 2150 117 36361 6598

4.300 32 150 6 25 600 2150 131 36361 11480

4.300 32 150 6 20 450 2150 134 36361 11742

4.300 32 150 6 25 450 2150 141 36361 11940

- - - -

4.400 25 150 6 0 0 2200 70 22709 5772

4.400 25 150 6 25 600 2200 84 22709 10252

4.400 25 150 6 20 450 2200 86 22709 10248

4.400 25 150 6 25 450 2200 94 22709 10252

4.400 32 150 6 0 0 2200 115 37207 6726

4.400 32 150 6 25 600 2200 128 37207 11715

4.400 32 150 6 20 450 2200 131 37207 11984

4.400 32 150 6 25 450 2200 138 37207 12114

- - - -

4.500 25 150 6 0 0 2250 69 23225 5878

4.500 25 150 6 25 600 2250 82 23225 10399

4.500 25 150 6 20 450 2250 84 23225 10395

4.500 25 150 6 25 450 2250 92 23225 10399

4.500 32 150 6 0 0 2250 112 38052 6852

4.500 32 150 6 25 600 2250 126 38052 11949

4.500 32 150 6 20 450 2250 128 38052 12223

4.500 32 150 6 25 450 2250 136 38052 12288

- - - -

4.600 25 150 7 0 0 2300 78 27698 6176

4.600 25 150 7 25 600 2300 92 27698 10987

4.600 25 150 7 20 450 2300 94 27698 11141

4.600 25 150 7 25 450 2300 101 27698 11146

4.600 32 150 7 0 0 2300 128 45381 7190

4.600 32 150 7 25 600 2300 142 45381 12470

4.600 32 150 7 20 450 2300 144 45381 12748

4.600 32 150 7 25 450 2300 151 45381 13173

- - - -

4.700 25 150 7 0 0 2350 77 28301 6287

4.700 25 150 7 25 600 2350 90 28301 11198

4.700 25 150 7 20 450 2350 92 28301 11294

4.700 25 150 7 25 450 2350 100 28301 11298

4.700 32 150 7 0 0 2350 125 46368 7321

4.700 32 150 7 25 600 2350 139 46368 12712

4.700 32 150 7 20 450 2350 141 46368 12996

4.700 32 150 7 25 450 2350 149 46368 13353

- - - -

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CONSULTING

E N G I N E E R S



Reference Sheets - Pile Cap Capacity (Generic) Tables 28-04-16Made by Date

Drg. Ref.

Member/Location

Chd.


Job Title

XX


Adopted Adopted






- - - -

4.800 25 150 7 0 0 2400 75 28903 6397

4.800 25 150 7 25 600 2400 88 28903 11407

4.800 25 150 7 20 450 2400 91 28903 11446

4.800 25 150 7 25 450 2400 98 28903 11450

4.800 32 150 7 0 0 2400 123 47354 7452

4.800 32 150 7 25 600 2400 136 47354 12951

4.800 32 150 7 20 450 2400 138 47354 13242

4.800 32 150 7 25 450 2400 146 47354 13531

- - - -

4.900 25 150 7 0 0 2450 73 29505 6507

4.900 25 150 7 25 600 2450 87 29505 11601

4.900 25 150 7 20 450 2450 89 29505 11596

4.900 25 150 7 25 450 2450 96 29505 11601

4.900 32 150 7 0 0 2450 120 48341 7581

4.900 32 150 7 25 600 2450 134 48341 13190

4.900 32 150 7 20 450 2450 136 48341 13486

4.900 32 150 7 25 450 2450 143 48341 13708

- - - -

5.000 25 150 7 0 0 2500 72 30107 6615

5.000 25 150 7 25 600 2500 85 30107 11750

5.000 25 150 7 20 450 2500 87 30107 11746

5.000 25 150 7 25 450 2500 95 30107 11750

5.000 32 150 7 0 0 2500 118 49327 7710

5.000 32 150 7 25 600 2500 131 49327 13427

5.000 32 150 7 20 450 2500 133 49327 13729

5.000 32 150 7 25 450 2500 141 49327 13884

- - - -

5.100 25 150 7 0 0 2550 71 30709 6723

5.100 25 150 7 25 600 2550 84 30709 11899

5.100 25 150 7 20 450 2550 86 30709 11895

5.100 25 150 7 25 450 2550 93 30709 11899

5.100 32 150 7 0 0 2550 116 50314 7837

5.100 32 150 7 25 600 2550 129 50314 13662

5.100 32 150 7 20 450 2550 131 50314 13970

5.100 32 150 7 25 450 2550 138 50314 14059

- - - -

5.200 25 150 8 0 0 2600 79 35784 7017

5.200 25 150 8 25 600 2600 92 35784 12487

5.200 25 150 8 20 450 2600 94 35784 12635

5.200 25 150 8 25 450 2600 102 35784 12639

5.200 32 150 8 0 0 2600 130 58629 8170

5.200 32 150 8 25 600 2600 143 58629 14177

5.200 32 150 8 20 450 2600 145 58629 14489

5.200 32 150 8 25 450 2600 152 58629 14938

- - - -

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CONSULTING

E N G I N E E R S



Made by Date Chd.

Drg. Ref.

Member/Location


Job Title

XX


Adopted Adopted






- - - -

5.300 25 150 8 0 0 2650 78 36472 7128

5.300 25 150 8 25 600 2650 91 36472 12698

5.300 25 150 8 20 450 2650 93 36472 12788

5.300 25 150 8 25 450 2650 100 36472 12793

5.300 32 150 8 0 0 2650 127 59756 8302

5.300 32 150 8 25 600 2650 140 59756 14419

5.300 32 150 8 20 450 2650 142 59756 14737

5.300 32 150 8 25 450 2650 150 59756 15118

- - - -

5.400 25 150 8 0 0 2700 76 37161 7239

5.400 25 150 8 25 600 2700 89 37161 12909

5.400 25 150 8 20 450 2700 91 37161 12941

5.400 25 150 8 25 450 2700 99 37161 12945

5.400 32 150 8 0 0 2700 125 60884 8433

5.400 32 150 8 25 600 2700 138 60884 14660

5.400 32 150 8 20 450 2700 140 60884 14984

5.400 32 150 8 25 450 2700 147 60884 15297

- - - -

5.500 25 150 8 0 0 2750 75 37849 7349

5.500 25 150 8 25 600 2750 88 37849 13096

5.500 25 150 8 20 450 2750 90 37849 13092

5.500 25 150 8 25 450 2750 97 37849 13096

5.500 32 150 8 0 0 2750 122 62011 8563

5.500 32 150 8 25 600 2750 135 62011 14899

5.500 32 150 8 20 450 2750 138 62011 15229

5.500 32 150 8 25 450 2750 145 62011 15475

- - - -

5.600 25 150 8 0 0 2800 73 38537 7458

5.600 25 150 8 25 600 2800 86 38537 13247

5.600 25 150 8 20 450 2800 89 38537 13243

5.600 25 150 8 25 450 2800 96 38537 13247

5.600 32 150 8 0 0 2800 120 63139 8692

5.600 32 150 8 25 600 2800 133 63139 15137

5.600 32 150 8 20 450 2800 135 63139 15473

5.600 32 150 8 25 450 2800 143 63139 15653

- - - -

5.700 25 150 8 0 0 2850 72 39225 7566

5.700 25 150 8 25 600 2850 85 39225 13397

5.700 25 150 8 20 450 2850 87 39225 13392

5.700 25 150 8 25 450 2850 95 39225 13397

5.700 32 150 8 0 0 2850 118 64266 8821

5.700 32 150 8 25 600 2850 131 64266 15374

5.700 32 150 8 20 450 2850 133 64266 15716

5.700 32 150 8 25 450 2850 141 64266 15829

- - - -

- - - -



CONSULTING

E N G I N E E R S




Drg. Ref.

Member/Location


Job Title

XX


Adopted Adopted






- - - -

5.800 25 150 8 0 0 2900 71 39913 7674

5.800 25 150 8 25 600 2900 84 39913 13546

5.800 25 150 8 20 450 2900 86 39913 13541

5.800 25 150 8 25 450 2900 93 39913 13546

5.800 32 150 8 0 0 2900 116 65394 8948

5.800 32 150 8 25 600 2900 129 65394 15609

5.800 32 150 8 20 450 2900 131 65394 15957

5.800 32 150 8 25 450 2900 139 65394 16004

- - - -

5.900 25 150 9 0 0 2950 78 45677 7969

5.900 25 150 9 25 600 2950 91 45677 14198

5.900 25 150 9 20 450 2950 93 45677 14282

5.900 25 150 9 25 450 2950 101 45677 14286

5.900 32 150 9 0 0 2950 128 74836 9283

5.900 32 150 9 25 600 2950 141 74836 16126

5.900 32 150 9 20 450 2950 143 74836 16478

5.900 32 150 9 25 450 2950 151 74836 16882

- - - -

6.000 25 150 9 0 0 3000 77 46451 8080

6.000 25 150 9 25 600 3000 90 46451 14409

6.000 25 150 9 20 450 3000 92 46451 14435

6.000 25 150 9 25 450 3000 99 46451 14439

6.000 32 150 9 0 0 3000 126 76105 9414

6.000 32 150 9 25 600 3000 139 76105 16368

6.000 32 150 9 20 450 3000 141 76105 16726

6.000 32 150 9 25 450 3000 149 76105 17062

- - - -

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- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

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- - - -

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- - - -

- - - -


CONSULTING

E N G I N E E R S





Drg. Ref.

Member/Location

Reference Sheets - Pile Cap Capacity (Generic) · Job No. Sheet No. Rev. Job Title XX Pile Cap...

Documents

Transcript of Reference Sheets - Pile Cap Capacity (Generic) · Job No. Sheet No. Rev. Job Title XX Pile Cap...