1. Calculations D. Smargianaki 29/04/2015 LBNF

2. Outline D. Smargianaki(CERN) 2 29/04/2015 Comparison between Single Beam & Beam with Spliced connections Trials to reinforce the beam Trials to modify the beam section Comparison between ‘Base line’ and ‘New line’

3. D.Smargianaki(CERN) 3 29/04/2015 Comparison Between Single Beam & Beam With Spliced Connections

4. Single Beam D.Smargianaki(CERN) 4 29/04/2015 550 75 1200 550 40 Beam Section Inertia ( mm 4 ) : 30001000000 Weight ( Kg/m) : 977.33

5. Single Beam D.Smargianaki(CERN) 5 29/04/2015 Loaded with 450 ton

6. Beam With Spliced Connections D.Smargianaki(CERN) 6 29/04/2015 550 75 1200 550 40 Beam Section Inertia ( mm 4 ) : 30001000000 Weight ( Kg/m) : 977.33

7. Beam With Spliced Connections D.Smargianaki(CERN) 7 29/04/2015 Loaded with 450 ton Base Line Beam 48.63 Max Base Line Beam 781.03 Max

8. Beam With Spliced Connections- Connection Area D.Smargianaki(CERN) 8 29/04/2015

9. D.Smargianaki(CERN) 9 29/04/2015 Trials To Reinforce The Beam

10. Reinforcement 1 D.Smargianaki(CERN) 10 29/04/2015 550 75 1200 550 40 Beam Section Inertia ( mm 4 ) : 30001000000 Weight ( Kg/m) : 977.33

11. Reinforcement 1 D.Smargianaki(CERN) 11 29/04/2015 Loaded with 450 ton Base Line Beam 48.63 Max Base Line Beam 781.03 Max

12. Reinforcement 2 D.Smargianaki(CERN) 12 29/04/2015 550 75 1200 550 40 Beam Section Inertia ( mm 4 ) : 30001000000 Weight ( Kg/m) : 977.33

13. Reinforcement 2 D.Smargianaki(CERN) 13 29/04/2015 Loaded with 450 ton Base Line Beam 48.63 Max Base Line Beam 781.03 Max

14. Reinforcement 3 D.Smargianaki(CERN) 14 29/04/2015 550 75 1200 550 40 Beam Section Inertia ( mm 4 ) : 30001000000 Weight ( Kg/m) : 977.33

15. Reinforcement 3 D.Smargianaki(CERN) 15 29/04/2015 Loaded with 450 ton Base Line Beam 48.63 Max Base Line Beam 781.03 Max

16. Reinforcement 4 D.Smargianaki(CERN) 16 29/04/2015 550 75 1200 550 40 Beam Section Inertia ( mm 4 ) : 30001000000 Weight ( Kg/m) : 977.33

17. Reinforcement 4 D.Smargianaki(CERN) 17 29/04/2015 Loaded with 450 ton Base Line Beam 48.63 Max Base Line Beam 781.03 Max

18. D. Smargianaki(CERN) 18 29/04/2015 Trials To Modify The Beam Section

19. Test for the beams D.Smargianaki(CERN) 19 29/04/2015 h t2t2 t1t1 t3t3 w2w2 w1w1

20. D.Smargianaki(CERN) 20 29/04/2015 Comparison Between ‘3x1 Base Line’ vs ‘2x1 New Line’

21. 3x1 Base Line vs 2x1 New Line D.Smargianaki(CERN) 21 29/04/2015 550 75 1200 550 40 Beam Section Inertia ( mm 4 ) : 30001000000 Weight ( Kg/m) : 977.33 410 55 1138 410 31 Beam Section Inertia ( mm 4 ) : 16042000000 Weight ( Kg/m) : 604

22. 3x1 Base Line vs 2x1 New Line D.Smargianaki(CERN) 22 29/04/2015 Loading : Floor : 800 ton Roof : 130 ton Sides : 450 ton each Loading : Floor : 533 ton Roof : 87 ton Sides : 300 ton each

23. 3x1 Base Line vs 2x1 New Line D.Smargianaki(CERN) 23 29/04/2015 Loading : Floor : 800 ton Roof : 130 ton Sides : 450 ton each Loading : Floor : 533 ton Roof : 87 ton Sides : 300 ton each