interaction+diagram

1
Project Spreadsheets to EC2 Client Advisory Group Location Columns at A1, A2 etc CIRCULAR COLUMN DESIGN TO EN 1992-1 : 2004 Originated from TCC54.xls v4.1 on CD © 2004-2014 TCC MATERIALS fck 35 N/mm² γs 1.15 steel Cover 50 fyk 500 N/mm² γc 1.5 concrete dg 20 φ 1.97 φef 1.18 c,dev 5 Steel class A CONNECTING BEAM DESIGN SECTION RESTRAINTS b (mm) h 800 mm L = 26000 mm Top left 1000 with 11 bars Top F Fixed Top right 1000 Btm P Pinned Bottom left 1000 Braced N . Bottom right 1000 Beam stiffnesses are Column above? BAR ARRANGEMENTS Data on connecting beams only Type Bar Ø Link Ø Bar c/c N bal (kN) N uz (kN) H 40 10 182.8 3607.6 14807.4 H 32 8 186.2 4150.8 13065.7 H 25 8 188.2 4328.9 11859.2 H 20 8 189.6 4393.8 11178.8 H 16 8 190.8 4492.7 10743.4 H 12 8 191.9 4793.0 10404.7 N:M interaction chart for 800 diameter column, grade C35/ MOMENT M Rd (kNm) M 02 M 01 M 02 LOADCASES Loadcase N Ed (kN) M Ed (kNm) Loadcase N Ed (kN) 1 497.1 4.5 0.0 13 11 H12 moment input No Fit ok No Fit 2.75 1.07 0.69 AXIAL LOAD N Rd (kN) 70 N Asc % 1.76 50 50 50 50 ch (kNm) (kN Th Made RM Chec 0.44 0.25 h (m 11H40 11H32 11H25 11H20 11H16 11H12 LC1 Min M 0 2000 4000 6000 8000 10000 12000 14000 16000 0 200 400 600 800 1000 1200 1400 160

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Interaction+Diagram

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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