Project Spreadsheets to Eurocode 2

Client BigBucks PLC Made by Date Page

Location Pilecap G14 Rod 9-Sep-15 292PILECAP DESIGN to EN 1992-1: 2004 (without UK NA) Double Pilecap Checked Revision Job No

Originated from TCC82.xls v 4.0 on CD 2003 - 2015 TCC - - FB625

Usage: Traffic, 30 to 160kN

MATERIALS fck 35 N/mm dg 20 mm gc 1.5 concretefyk 500 N/mm T&S cover 50 mm gs 1.15 steel

Steel class A Btm cover 75 mm Conc density 25 kN/mPile capacity 525 kN

DIMENSIONS mm

= 350 A = 400 = 350 B = 1500

Pile = 450 C = 400Tolerance = 0 E = 750

depth H = 400 COLUMN ACTIONS kN, kNm characteristic

DEAD IMPOSED WINDAxial (kN) 218 104.2 27.5 PLOT (to scale)

M (kNm) 23.2 10.4 2.7H (kN) 0 0 0

0 = 0.7 0.5 REINFORCEMENT PILE REACTIONS kN

BOTTOM M = 164.2 kNm PILE 1 PILE 2d = 309.0 mm, As = 1,296 mm Gk + Qk 147.9 192.7

7H16 B = 1,407 mm Gk + Qk +Wk 159.9 208.3TOP M = 0.0 kNm

d = 338.0 mm, As = 0 mm4H8 T = 201 mm 4H8 02 T

LINKS

VEd = 293 kN, vEd = 1.185 N/mmvRd 2d/av = 0.825 N/mmAsw/S = 0.9691 mm Links 11H8 03.200 + 2x11H8 04.200

4 Legs H8 @ 200 LINKS = 1.0053 mm

The Concrete Centre

KEY

COLUMN PILECAP

STATUS VALID DESIGN

ELEVATION

7H16 01 B