By C. Wilby

ISBN-10: 0340662662

ISBN-13: 9780340662663

• ... presents technical schemes and practicalities and contours priceless layout tables.,Concrete foreign, ... an exceptional dialogue of the theory... exceedingly thorough... a few fantastic photographs.,Architectural technology evaluate, offers technical schemes and practicalitites and lines priceless layout tables,Concrete foreign,
  

Content:
List of plates

, Pages ix-x
Preface

, Pages xi-xiii
Disclaimer of guaranty and prerequisites 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 varieties UUEB

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

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

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

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

, Pages 142-166
Appendix 6 - layout tables for folded plates varieties 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 varieties UEC

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

, Pages 270-275
Index

, Page 277

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Extra resources for Concrete Folded Plate Roofs

Sample text

11 m. 01909 MNm/m. e. use 20 mm diameter bars at 200 mm centres (or 7/8 in diameter bars at 8 in centres). 1 mm2/m Use 16 mm diameter bars at 300 mm centres (or 5/8 in diameter bars at 12 in centres). 2. The reinforcement system at mid-span is similar to that indicated in Fig. 6. The longitudinal steel in the edge beam and sloping plates required structurally at mid-span can be reduced towards the supports similarly to a simply supported beam carrying a uniformly distributed load. The minimum reinforcement used but not required structurally cannot be reduced.

E. endeavouring to induce tensile stresses in the bottom 22 Concrete Folded Plate Roofs fibres. All distances are in metres. All stresses are in MPa. All moments are in kNm/m. 3. 76 m. Refer to Figs A1 and A2. In Fig. A1 the plate numbering refers to this unpropped case. In Fig. A2 the plate numbering refers to the propped case of Tables PUEB. 76 m. Refer to Figs A1 and A2. In Fig. A2 the plate numbering refers to this propped case. Note that when an end plate is propped, it is considered as a short wide horizontal plate from 0 to 1 points and F0 and F1 are therefore at each side of the edge beam.

7 psi) MI=0 M2 = - 1 8 . 9 7 - ( 1 9 . 1 Edge beam Using BSCP114, F0 requires a 1"1:2 mix concrete, permissible compressive stress = 10 MPa (1450 psi) (cube strength at 28 days = 30 MPa (4351 psi), about a USA cylinder strength of 26 MPa (3771 psi)). Then no compression reinforcement is required. The distribution of longitudinal stress is as shown in Fig. 7. 45 in) In Fig. 2695 MN The permissible tensile stress in the steel = 140 MPa. 2695/140 m 2 = 1925 mm 2. 2 of Ref. 4) four bars of 25 mm diameter (1 in diameter).

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