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2. JOINT PROPER71ES FOR POSITIVE MOMENTS

2.1 ASSEMBLY OF THE COMPONENTS

244.35	JcN
282.24	JcN
212.39	JcN
251.21	JcNm
421.85	JcNm
251.21	JcNm
167.47	JcNm
77913.98	JcNm/rad
38956.99	JcNm/rad
161.28	JcN

resistance of    bolt    row    nb    1 .......................:    FRd(l)

resistance of    bole    row    nb    2 .......................:    FRd(2)

resistar.ee of    bole    row    nb    3 .......................:    FRd (3)

moment resiscance (weld failure disregarded) .......:    MRdj

moment resistance of che welds .....................: MRdw

moment reslseance ....................... ( J.3.6 ) :

elaseic moment resistance ............. ( J.2.1.2 ) : Me

Inlcial sciffness .................. ( Form. J.34 ) : Sji

idealized sciffness . ( J.2.1.2 - J.2.1.4 - T.J.3 ) : Sjn

design shear resistance of che joint ...............: VRd

2.1.1 collapsemode

linear distribution of[^nternal forces because of bolt ductility

bole row nb 1 : end piąte in bending bolt row nb 2 : bolts in tension bolt row nb 3 : lir.ear distribution

no information given in ec3 annex j

2.2 DESIGN PROPERT1ES OF THE JOINT FOR PLAST1C ANALYSIS / PLASTIC JOINT DESIGN

design moment resistance ...........................:    MRd    =    251.21    kNm

initial stiffness .................. ( Form. J.34    )    :    Sji    “    77913.98    JcNm/rad

idealized stiffness . ( J.2.1.2 -    J.2.1.4 - T.J.3    )    :    Sjn    =    38956.99    JcNm/rad