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1 - 10 of 23 search results for katalk:za33 24 |u:www-civ.eng.cam.ac.uk where 0 match all words and 23 match some words.

  1. Results that match 1 of 2 words

  2. Viscoelastic Behaviour of Pumpkin Balloons T. Gerngross, Y. Xu ...

    www-civ.eng.cam.ac.uk/dsl/publications/viscoelastic%20behaviour%20of%20pumpkin%20balloons.pdf
    17 Apr 2007: 0 4 8 12 16 20 24. -1.2. -0.8. -0.4. 0.0.

  3. Topology Optimization of Adaptive Compliant Aircraft Wing Leading…

    www-civ.eng.cam.ac.uk/dsl/publications/topology_paper_SDM.pdf
    2 Apr 2007: 24–33.3“SAMCEF v12.0-03,” Samtech Group, LIEGE science park, Rue des Chasseurs-Ardennais, 8B-4031 Liège (Angleur),.

  4. Slide 1

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S3%20Cantilever%20Roof%20design%20Presentation.ppt
    26 Aug 2007: Anti-clockwise moment from coins. = M x 9.8 x (1.5 1) = 24.5M. ... Equating the clockwise and anticlockwise moments gives. M = (101.5 – 17.6) / 24.5 = 3.42 grams.

  5. S3 : Stadium Roof Design - Cantilever Roof Design experiment

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S3%20Cantilever%20Roof%20Design%20Experiment%20Teachers%20Notes.doc
    2 Jul 2007: 24.7y = 263.2. y = 263.224.7 = 10.7cm 11cm. 4. Mark out y on the card and cut away the excess card. ... 0.49A x (d 1) = 11.025 24.5M. Re-arranging gives. M = (0.49A x (d 1) – 11.025) / 24.5.

  6. S2 : Stadium Rood Design - Emirates Structural Analysis

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S2%20Emirates%20structural%20analysis%20Teachers%20Notes.doc
    2 Jul 2007: d = 2cm. = 2 x 12.2 = 24.4m. Force = Moment. ... d. = 1030000000 = 42200000 N. 24.4. Which way round to the Tension and Compression forces act?

  7. S1 : Stadium Roof Design – Design Decisions

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S1%20Design%20Decision%20Teachers%20Notes.doc
    2 Jul 2007: The new system has an estimated 24 miles of plastic piping running about 10 inches below the surface, from west to east.

  8. P:\09-T-N-FL\09242-Chan\Prelims\Prelims

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/185.pdf
    6 Feb 2007: Since the 24 m deepexcavation is very close to nearby streets, utilitiesand structures, extensive field monitoring was imple-mented to observe and document conditions aroundexcavation.

  9. Optimization pumpkin balloons.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Optimization%20pumpkin%20balloons%20SMALL.pdf
    7 May 2007: l = an1 anb. (23). Therefore,. a =1 5. 2; b =. 3 52. (24). and hence. τ =a. b=. 1 53 5 =. 1. 52. = 1.618033989. (25). is the golden ratio.As

  10. New life for plasticity theory

    www-civ.eng.cam.ac.uk/cjb/concplas/01morley.pdf
    11 Jul 2007: In 2007 Pears [24] tested slabs of similar dimensions but with cube strengths of order 65 MPa. ... Fig. 10 Deflection of column stub relative to adjacent slab – 1.0 % fibres [24].

  11. Modelling of Anisotropic Viscoelastic Behaviour in Super-Pressure…

    www-civ.eng.cam.ac.uk/dsl/publications/Anisotropic%20viscoelastic%20behaviour.pdf
    10 Apr 2007: 40 -20 0 2002468. 10. Temperature [oC]. Log a. T. 0 4 8 12 16 20 24.

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