interaction+diagram
DESCRIPTION
Interaction+DiagramTRANSCRIPT
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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