COMPFIRE. Reaction Frame. Camera 3. Macalloy Bars. Camera 2. Link Bar. Support Beam. Oven Bar. Camera 1. Jack Bar.

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1 Reaction Frame Macalloy Bars Camera 3 Support Beam α Oven Bar Camera 2 Link Bar Camera 1 Tested Connection Jack Bar Electrical Furnace Reaction Frame Load Jack 22 September

2 Oven Bar Link Bar View of Camera 1 Jack Bar *Camera 3 was not necessary in this test. View of Camera 2 22 September

3 A Notes: 1. All steel members were Grade S275, except that the UC section was Grade S Cube strength of concrete on the day of testing was 22MPa. 3. Difference between the actual dimension of the UC and UB sections and their standard dimensions given in Steel Building Design: Design Data, In accordance with Eurocodes and the UK National Annexes 2009 (SCI Blue Book ) is negligible. 4. Hexagon head screw ISO 4017 M20x90 8.8, hexagon nut ISO4032 M20 10 and washer ISO HV were used. 5. Double nuts were used to bolt the beam endplate to the column. 6. All bolt holes were 22mm diameter. 22 September

4 Nominal Temperature: 650 C Jack Load Beam Column Connection Oven Bar Time Temperature* Displacement Angle Rotation Rotation Rotation Force Tension Shear Moment** (minute) Average ( C) (mm) α ( ) ( ) ( ) ( ) (kn) (kn) (kn) (knm) September

5 September

6 September

7 * Average temperature of the beam web, endplate and bolt ** Moment about Point A on the specimen drawing 22 September

8 Temperature ( C) Temperature Distribution during Initial Heating up on endplate 300 (4 6) (2) (3) (1) 200 in bolt (3) 4 (2) (1) Time (minute) 22 September

9 Temperature Distribution during Loading Temperature ( C) on endplate 300 (4 6) (2) (3) (1) (3) 4 (2) (1) in bolt Time (minute) 22 September

10 Force (kn) Rotation ( ) 14 Beam Rotation 12 Column Rotation 10 Connection Rotation Connection Rotation ( ) Time (minute) Forces (kn) Oven Bar Force Tension Shear Time (minute) 22 September

11 Photographs after Test Failure mode: tensile failure of the bolts 22 September

COMPFIRE SCFT-FP_20_55_ November 2010 Fin Plate Connection to Square Concrete-Filled Tube Test Result

COMPFIRE SCFT-FP_20_55_ November 2010 Fin Plate Connection to Square Concrete-Filled Tube Test Result Reaction Frame Macalloy Bars Camera 3 Support Beam α Oven Bar Camera 2 Link Bar Camera 1 Tested Connection Jack Bar Electrical Furnace Reaction Frame Load Jack 16 November 2010 1 Oven Bar Link Bar View

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