Concrete Folded Plate Roofs by C. Wilby

By C. Wilby

  • ... offers technical schemes and practicalities and contours beneficial layout tables.,Concrete overseas, ... an exceptional dialogue of the theory... highly thorough... a few most appropriate photographs.,Architectural technology overview, offers technical schemes and practicalitites and contours precious layout tables,Concrete overseas,

Content:
List of plates

, Pages ix-x
Preface

, Pages xi-xiii
Disclaimer of guaranty and stipulations of sale

, Page xiv
Acknowledgements

, Page xv
Nomenclature

, Page xvii
1 - Practicalities

, Pages 1-7
2 - research used for the layout tables

, Pages 8-9
3 - components utilized in the layout tables

, Pages 10-23,I-XII
4 - Examples of using layout tables

, Pages 24-49
5 - Construction

, Pages 50-56
Appendix 1 - layout Tables for folded plates kinds UUEB

, Pages 58-78
Appendix 2 - layout tables for folded plates kinds PUEB

, Pages 79-98
Appendix three - layout tables for folded plates forms CUUEB

, Pages 100-120
Appendix four - layout tables for folded plates varieties CPUEB

, Pages 121-140
Appendix five - layout tables for folded plates forms UDEB

, Pages 142-166
Appendix 6 - layout tables for folded plates kinds PDEB

, Pages 167-190
Appendix 7 - layout tables for folded plates kinds CUDEB

, Pages 192-227
Appendix eight - layout tables for folded plates forms CPDEB

, Pages 229-263
Appendix nine - layout tables for folded plates kinds UEC

, Pages 264-269
Appendix 10 - layout tables for folded plates varieties CUEC

, Pages 270-275
Index

, Page 277

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Additional resources for Concrete Folded Plate Roofs

Example text

Refer to Figs A3 and A4 (see also A2). In Fig. A2 the plate numbering refers to this propped case. Tables UDEB (5 folds) refers to a folded plate roof with Unpropped Downstand Edge Beams and five folds. Refer to Figs A5 and A6. In Fig. A5 the plate numbering refers to this unpropped case. In Fig. A6 the plate numbering refers to the propped case of Tables PDEB. Tables PDEB (5 folds) refers to a folded plate roof with Propped Downstand Edge Beams and five folds. Refer to Figs A5 and A6. In Fig. A6 the plate numbering refers to this propped case.

The longitudinal steel in the edge beam and sloping plate required structurallyat mid-span can be reduced towards the supports,similarlyto a simply supported beam carrying a uniformly Examples of the use of design tables 31 20 mm ~ 150 mm cts. 2-12 mm 8 E m m ~ 300 m m o--~, E cts. 3-8 mm | r,. ~ Q o E rE o-J- . ~~ o 12 mm | 200 mm cts. 100 mm 4-25 mm Fig. 6 distributed load. The minimum reinforcement used but not required structurally cannot be reduced. The author introduced the teaching of folded plate roofs to both final year Batchelor and Master degree students at the University of Bradford.

2 Sloping plate As mentioned previously, use a 1:1:2 mix concrete, as this is required for the edge beam. 4 psi), which is less than the permissible compressive strength of 10 MPa (1450 psi), no compression steel is required. The distribution of longitudinal stresses is shown in Fig. 3. 08 ft) From Fig. 243/140 m 2 = 8879 mm 2. 375 in diameter). These can be arranged so that their centroid corresponds to the centroid of the triangle of tensile stress. Alternatively, while the author tends to bear this in mind to some extent, he concentrates the bars more towards the bottom, as one does in a beam.

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