Project Spreadsheets to EC2

Client Advisory Group

Location Columns at A1, A2 etcCIRCULAR COLUMN DESIGN TO EN 1992-1 : 2004

Originated from TCC54.xls v4.1 on CD 2004-2014 TCC

MATERIALSfck 35 N/mm s 1.15 steel Cover 50fyk 500 N/mm c 1.5 concrete dg 20 1.97 ef 1.18 c,dev 5

Steel class A CONNECTING BEAM DESIGN SECTION RESTRAINTS b (mm)

h 800 mm L = 26000 mm Top left 1000with 11 bars Top F Fixed Top right 1000

Btm P Pinned Bottom left 1000Braced N . Bottom right 1000

Beam stiffnesses areColumn above?

BAR ARRANGEMENTS Data on connecting beams only Type Bar Link Bar c/c Nbal (kN) Nuz (kN)

H 40 10 182.8 3607.6 14807.4H 32 8 186.2 4150.8 13065.7H 25 8 188.2 4328.9 11859.2H 20 8 189.6 4393.8 11178.8H 16 8 190.8 4492.7 10743.4H 12 8 191.9 4793.0 10404.7

N:M interaction chart for 800 diameter column, grade C35/

MOMENT MRd (kNm)M02 M01 M02

LOADCASES Loadcase NEd (kN) MEd (kNm) Loadcase NEd (kN)

1 497.1 4.5 0.0 13 11 H12moment input No Fit

ok No Fit

2.75

1.070.69

AXI

AL

LOA

D N

Rd (k

N)

70N

Asc %

1.76

50505050

ch

(kNm) (kN

ThMade

RMChec

0.440.25

h (m

11H40

11H32

11H2511H20

11H16

11H12

LC1

Min M

0

2000

4000

6000

8000

10000

12000

14000

16000

0 200 400 600 800 1000 1200 1400 160