COMPFIRE SCFT-FP_20_55_ November 2010 Fin Plate Connection to Square Concrete-Filled Tube Test Result
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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 16 November
2 Oven Bar Link Bar View of Camera 1 Jack Bar *Camera 3 was not necessary in this test. View of Camera 2 16 November
3 A Notes: 1. All steel members were Grade S275, except that the tubular section was Grade S Cube strength of concrete on the day of testing was 71MPa 3. Difference between the actual dimension of the UC and UB sections and their standard dimension 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. All bolt holes were 22mm diameter 16 November
4 Nominal Temperature: 20 C Oven Jack Load Beam Column Connection Oven Bar Time Temperature Displacement Angle Rotation Rotation Rotation Force Tension Shear Moment* (minute) ( C) (mm) α ( ) ( ) ( ) ( ) (kn) (kn) (kn) (knm) November
5 November
6 November
7 * Moment about Point A on the specimen drawing 16 November
8 Force (kn) Connection Rotation ( ) Rotation ( ) Beam Rotation Column Rotation Connection Rotation Time (minute) Forces (kn) Oven Bar Force Tension 120 Shear Time (minute) 16 November
9 Photographs after Test 16 November
10 16 November
11 16 November
COMPFIRE. Reaction Frame. Camera 3. Macalloy Bars. Camera 2. Link Bar. Support Beam. Oven Bar. Camera 1. Jack Bar.
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