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 v2_5 April 2011 1
Oven Bar Link Bar View of Camera 1 Jack Bar *Camera 3 was not necessary in this test. View of Camera 2 v2_5 April 2011 2
A Notes: 1. All steel members were Grade S275, except that the tubular section was Grade S355 2. Cube strength of concrete on the day of testing was 42MPa 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 ISO7091-20-100HV were used 5. All bolt holes were 22mm diameter v2_5 April 2011 3
Nominal Temperature: 550 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) 0 553.38 0.00 52.97 0.00 0.00 0.00-1.27-0.76-1.01-0.58 1 553.40 1.12 52.90 0.08 0.04 0.03 0.61 0.37 0.49 0.28 2 553.49 2.53 52.92 0.09 0.06 0.03 0.79 0.48 0.63 0.36 3 553.44 4.07 52.90 0.13 0.05 0.08 1.12 0.68 0.89 0.51 4 552.83 5.30 52.78 0.26 0.06 0.20 1.56 0.94 1.24 0.72 5 551.93 6.84 52.57 0.47 0.05 0.41 1.36 0.83 1.08 0.62 6 551.12 8.31 52.40 0.63 0.05 0.58 1.74 1.06 1.38 0.79 7 550.84 9.59 52.30 0.74 0.05 0.69 1.72 1.05 1.36 0.79 8 550.84 11.10 52.17 0.89 0.06 0.83 2.32 1.43 1.84 1.06 9 550.94 12.59 52.13 0.99 0.07 0.92 3.29 2.02 2.60 1.50 10 550.94 14.04 52.04 1.13 0.07 1.06 4.51 2.77 3.55 2.05 11 550.72 15.49 51.97 1.24 0.09 1.16 5.58 3.44 4.40 2.54 12 550.51 17.07 51.90 1.36 0.10 1.26 6.75 4.16 5.31 3.07 13 550.37 18.68 51.81 1.48 0.12 1.36 8.14 5.03 6.40 3.70 14 550.27 20.34 51.72 1.60 0.14 1.46 9.55 5.92 7.50 4.34 15 550.34 21.94 51.61 1.73 0.17 1.56 10.82 6.72 8.48 4.91 16 550.38 23.61 51.53 1.82 0.17 1.65 11.56 7.19 9.05 5.24 17 550.34 24.91 51.43 1.92 0.19 1.73 12.80 7.98 10.01 5.80 18 550.27 26.31 51.36 2.00 0.21 1.79 13.77 8.60 10.76 6.24 19 550.23 27.92 51.22 2.13 0.25 1.89 15.24 9.54 11.88 6.89 20 550.20 29.48 51.07 2.29 0.29 2.00 16.67 10.48 12.97 7.53 21 550.20 31.02 50.96 2.41 0.32 2.10 18.03 11.36 14.00 8.14 v2_5 April 2011 4
22 550.25 32.61 50.80 2.56 0.35 2.21 19.64 12.41 15.22 8.85 23 550.28 34.29 50.66 2.70 0.35 2.35 21.19 13.43 16.39 9.54 24 550.27 36.08 50.55 2.80 0.40 2.40 22.68 14.41 17.51 10.20 25 550.28 37.43 50.36 2.98 0.42 2.57 24.36 15.54 18.76 10.93 26 550.21 39.17 50.22 3.12 0.43 2.69 26.21 16.77 20.14 11.75 27 550.23 40.73 50.10 3.24 0.45 2.78 28.09 18.02 21.55 12.58 28 550.31 42.32 49.95 3.38 0.48 2.90 29.94 19.27 22.92 13.39 29 550.38 43.73 49.76 3.56 0.49 3.07 31.81 20.55 24.28 14.20 30 550.44 45.29 49.63 3.68 0.49 3.19 33.67 21.81 25.65 15.01 31 550.42 46.79 49.44 3.86 0.51 3.35 35.47 23.06 26.94 15.78 32 550.49 48.21 49.29 4.00 0.52 3.48 37.24 24.29 28.23 16.54 33 550.49 49.75 49.13 4.16 0.55 3.61 38.93 25.48 29.44 17.27 34 550.55 51.43 48.97 4.31 0.57 3.74 40.58 26.64 30.61 17.97 35 550.68 52.87 48.80 4.47 0.57 3.90 42.19 27.79 31.75 18.65 36 550.71 54.38 48.63 4.63 0.58 4.05 43.92 29.03 32.96 19.38 37 550.73 55.82 48.48 4.77 0.60 4.17 46.10 30.56 34.51 20.31 38 550.73 57.20 48.29 4.95 0.62 4.33 48.45 32.24 36.17 21.31 39 550.74 58.75 48.15 5.08 0.64 4.44 50.84 33.92 37.87 22.33 40 550.81 60.23 48.04 5.18 0.66 4.52 53.11 35.51 39.49 23.30 41 550.88 61.67 47.84 5.38 0.68 4.69 55.36 37.16 41.03 24.23 42 550.94 63.26 47.71 5.49 0.71 4.78 57.61 38.76 42.62 25.19 43 550.99 64.77 47.55 5.65 0.71 4.94 59.58 40.21 43.96 26.00 44 550.96 66.35 47.44 5.76 0.72 5.04 61.46 41.56 45.27 26.79 45 551.05 67.92 47.25 5.93 0.75 5.19 63.19 42.89 46.41 27.49 46 551.12 69.50 47.11 6.07 0.76 5.32 64.77 44.09 47.45 28.13 47 551.14 71.04 46.93 6.24 0.78 5.46 66.20 45.20 48.36 28.70 48 551.22 72.65 46.79 6.38 0.78 5.60 67.36 46.12 49.09 29.16 v2_5 April 2011 5
49 551.28 74.13 46.61 6.55 0.79 5.76 68.27 46.90 49.61 29.49 50 551.31 75.62 46.46 6.71 0.80 5.92 68.85 47.43 49.90 29.70 51 551.31 77.12 46.24 6.91 0.81 6.10 69.46 48.04 50.17 29.89 52 551.34 78.64 46.10 7.05 0.81 6.24 70.14 48.63 50.53 30.13 53 551.39 80.08 45.93 7.21 0.82 6.39 70.72 49.19 50.81 30.33 54 551.44 81.56 45.76 7.37 0.83 6.54 71.00 49.53 50.86 30.38 55 551.52 83.09 45.56 7.56 0.83 6.73 71.21 49.86 50.85 30.41 56 551.52 84.66 45.37 7.75 0.84 6.91 71.26 50.06 50.71 30.36 57 551.59 86.14 45.22 7.89 0.84 7.06 71.35 50.26 50.65 30.35 58 551.62 87.63 45.01 8.10 0.83 7.27 71.35 50.45 50.46 30.27 59 551.64 89.16 44.86 8.24 0.84 7.40 71.08 50.38 50.14 30.11 60 551.70 90.63 44.67 8.43 0.84 7.58 70.40 50.06 49.49 29.75 61 551.71 92.25 44.48 8.61 0.83 7.78 69.00 49.24 48.34 29.10 62 551.75 93.90 44.27 8.81 0.83 7.98 66.87 47.88 46.68 28.13 63 551.80 95.60 44.10 8.97 0.82 8.15 63.65 45.70 44.29 26.72 64 551.83 97.16 43.83 9.23 0.78 8.45 56.48 40.75 39.11 23.63 65 551.88 98.84 43.67 9.39 0.77 8.62 53.71 38.85 37.09 22.43 66 551.91 100.57 43.45 9.60 0.77 8.83 51.79 37.60 35.62 21.57 67 551.90 102.15 43.26 9.78 0.76 9.02 49.59 36.11 33.98 20.60 68 551.93 103.81 43.06 9.97 0.75 9.23 47.18 34.47 32.21 19.55 69 551.88 105.42 42.86 10.17 0.73 9.44 44.68 32.75 30.39 18.47 70 551.91 107.01 42.65 10.37 0.72 9.65 42.17 31.02 28.57 17.39 71 551.93 108.56 42.43 10.58 0.71 9.87 39.28 28.99 26.50 16.15 72 551.87 110.29 42.21 10.78 0.70 10.08 36.76 27.23 24.69 15.07 73 551.93 111.85 41.96 11.02 0.69 10.33 34.79 25.87 23.26 14.22 74 551.98 113.54 41.74 11.22 0.69 10.53 33.35 24.89 22.20 13.59 75 551.99 115.04 41.52 11.42 0.68 10.74 32.44 24.28 21.50 13.18 v2_5 April 2011 6
76 551.99 116.69 41.28 11.66 0.68 10.97 31.75 23.86 20.95 12.86 77 551.92 118.36 41.10 11.81 0.68 11.13 30.90 23.28 20.31 12.49 78 551.91 119.90 40.90 11.99 0.67 11.32 30.12 22.76 19.72 12.14 79 551.97 121.55 40.64 12.22 0.68 11.54 29.45 22.34 19.18 11.82 80 552.05 123.00 40.43 12.43 0.67 11.76 28.62 21.79 18.56 11.46 81 552.07 124.59 40.18 12.65 0.66 11.99 27.53 21.03 17.76 10.98 82 552.03 126.06 39.96 12.85 0.66 12.19 26.68 20.45 17.14 10.61 83 552.01 127.72 39.72 13.06 0.66 12.40 25.99 19.99 16.61 10.30 84 552.00 129.15 39.50 13.26 0.65 12.61 25.06 19.34 15.94 9.90 85 552.03 131.16 39.26 13.47 0.66 12.82 24.05 18.62 15.22 9.47 86 552.04 132.98 39.01 13.70 0.65 13.05 22.84 17.74 14.37 8.96 87 552.06 134.49 38.79 13.91 0.63 13.28 21.37 16.66 13.39 8.36 88 552.04 136.17 38.51 14.15 0.61 13.54 19.74 15.45 12.29 7.69 89 552.04 138.02 38.29 14.35 0.60 13.75 18.14 14.24 11.24 7.04 90 551.99 139.54 38.02 14.59 0.60 14.00 17.73 13.97 10.92 6.86 91 552.00 141.18 37.78 14.81 0.58 14.23 17.59 13.90 10.77 6.78 92 551.93 142.70 37.53 15.02 0.59 14.43 17.23 13.66 10.49 6.61 93 551.97 144.24 37.27 15.25 0.60 14.66 16.91 13.46 10.24 6.47 94 551.97 145.94 37.02 15.47 0.58 14.89 16.62 13.27 10.01 6.33 95 552.02 147.58 36.77 15.69 0.59 15.10 16.12 12.92 9.65 6.12 96 552.07 149.33 36.46 15.95 0.59 15.36 15.66 12.60 9.31 5.91 97 552.11 150.94 36.20 16.16 0.58 15.58 15.33 12.37 9.06 5.77 98 552.16 152.47 35.95 16.39 0.59 15.80 15.11 12.23 8.87 5.66 99 552.17 154.08 35.65 16.63 0.57 16.06 14.89 12.10 8.68 5.55 100 552.14 155.92 35.40 16.85 0.58 16.27 14.52 11.84 8.41 5.39 101 552.16 157.44 35.14 17.06 0.57 16.49 14.33 11.71 8.25 5.29 102 552.20 158.96 34.85 17.31 0.57 16.74 13.97 11.46 7.98 5.14 v2_5 April 2011 7
103 552.29 160.81 34.56 17.55 0.56 16.99 13.13 10.81 7.45 4.80 104 552.38 162.64 34.29 17.77 0.56 17.21 13.34 11.02 7.51 4.86 105 552.36 164.13 34.00 18.03 0.57 17.46 13.93 11.55 7.79 5.05 106 552.41 165.89 33.70 18.28 0.56 17.72 14.50 12.07 8.05 5.23 107 552.42 167.47 33.40 18.51 0.56 17.95 14.99 12.51 8.25 5.38 * Average temperature of the beam web, fin plate and bolt ** Moment about Point A on the specimen drawing v2_5 April 2011 8
Temperature Distribution during Initial Heating-up Temperature ( C) 700 600 500 1 2 3 4 5 6 400 300 200 (4-6) on fin plate 3 2 1 in bolt 100 0 6 5 4 (2,3) (1) 0 50 100 150 200 250 Time (minute) v2_5 April 2011 9
Temperature Distribution during Loading Temperature ( C) 600 500 400 1 2 3 4 5 6 300 on fin plate 200 (4-6) 3 2 1 100 in bolt 0 0 20 40 60 80 100 120 6 5 4 (2,3) (1) Time (minute) v2_5 April 2011 10
Force (kn) 80 70 60 50 40 30 20 10 0-10 0 5 10 15 20 Connection Rotation ( ) Rotation ( ) 20 18 16 14 Beam Rotation Column Rotation Connection Rotation 12 10 8 6 4 2 0 0 20 40 60 80 100 120 Time (minute) Forces (kn) 80 70 Oven Bar Force Tension 60 Shear 50 40 30 20 10 0-10 0 20 40 60 80 100 120 Time (minute) v2_5 April 2011 11
Photographs after Test v2_5 April 2011 12
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