LIMCON V3.0                                                         21-MAY-03
                                                                      14:23:23
  Connection: FE 70 NC
        Type: Flexible end plate
 Design code: AS 4100

 Beam:  Mark=B1   Section=200UB25.4   Grade=300
      D = 203.0 mm    Root rad. =    8.9 mm    fyf =  320 MPa
      B = 133.0 mm         Area = 3.2300E+03   fyw =  320 MPa
     Tf =   7.8 mm           Sx = 2.6000E+05    fu =  440 MPa
     Tw =   5.8 mm

 Cope dimensions   Top:  Not coped
                Bottom:  Not coped

 Support:  Mark=C1   Section=610UB101   Grade=300
      D = 602.0 mm    Root rad. =   14.0 mm    fyf =  300 MPa
      B = 228.0 mm         Area = 1.3000E+04   fyw =  320 MPa
     Tf =  14.8 mm           Sx = 2.9000E+06    fu =  440 MPa
     Tw =  10.6 mm

 End plate bolted to flange of support member.

 End plate:
  120x150x8  Gr./fy/fu=250/280/410 MPa
  Weld 5 CFW fu=480 MPa/SP to web of beam.
  Bolts 2-M20 8.8/S/N in 1 rows at 70 pitch and 90 gauge.

 Design actions:
  Shear, V* =  154.0 kN
  Axial, N* =    0.0 kN

 CODE CHECK

 Weld:
  Weld shear capacity . . . . . . . . . . . .   195.5  >  V*    =  154.0  Pass

 Bolts:
  Bolt shear capacity . . . . . . . . . . . .   185.3  >  V*    =  154.0  Pass
  Plate ply bearing capacity  . . . . . . . .   377.9  >  V*    =  154.0  Pass
  Plate ply tearing capacity  . . . . . . . .   342.4  >  V*    =  154.0  Pass
  Support ply bearing capacity  . . . . . . .   750.2  >  V*    =  154.0  Pass
  Support ply tearing capacity  . . . . . . .   691.6  >  V*    =  154.0  Pass

 Cleat:
  End plate shear capacity  . . . . . . . . .   241.9  >  V*    =  154.0  Pass

 Beam:
  Beam web shear capacity . . . . . . . . . .   120.3  <  V*    =  154.0  FAIL

 Critical limit state:  Beam web shear capacity
              phi.Ru/S*:    0.781   FAIL  ****