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Concrete Design Handbook – 4th Edition

Copyright 2016 Cement Association of Canada All rights Design Handbook 4th EditionCHAPTERS 1, 5, 7 AND 12: ADDITIONAL Design AIDSThe additional Design aids in this PDF document form part of the Concrete Design Handbook 4th Edition and are the exclusive property of the Cement Association of Canada. They must not be reproduced in any form without the written permission of the Cement Association of of this document were numbered sequentially with the Handbook chapter material to which they pertain, such that a user may print these Design aids and add them to the hard cover book should they choose to do document has been prepared by the Cement Association of Canada (CAC) to aid in the Design of reinforced Concrete building structures.

oi n oition o nd i Àd Concrete Design Handbook – 4th Edition CHAPTERS 1, 5, 7 AND 12: ADDITIONAL DESIGN AIDS The additional design aids in this PDF document form part of the Concrete Design Handbook 4 th

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Transcription of Concrete Design Handbook – 4th Edition

1 Copyright 2016 Cement Association of Canada All rights Design Handbook 4th EditionCHAPTERS 1, 5, 7 AND 12: ADDITIONAL Design AIDSThe additional Design aids in this PDF document form part of the Concrete Design Handbook 4th Edition and are the exclusive property of the Cement Association of Canada. They must not be reproduced in any form without the written permission of the Cement Association of of this document were numbered sequentially with the Handbook chapter material to which they pertain, such that a user may print these Design aids and add them to the hard cover book should they choose to do document has been prepared by the Cement Association of Canada (CAC) to aid in the Design of reinforced Concrete building structures.

2 It has been the intent of the CAC to present this information in a manner which will serve as an extension to the CSA Group standard , Design of Concrete structures, and the other documents referenced herein. While every attempt has been made to present information that is factual and in a useable format, none of the references to the CSA Group standard or the National Building Code of Canada should be construed as an endorsement of the material appearing in the Handbook by the agencies responsible for the referenced material. This publication is intended SOLELY for the use of PROFESSIONAL PERSONNEL who are competent to evaluate the significance and limitations of the information provided herein, and who will accept total responsibility for the application of this information.

3 The authors and the Cement Association of Canada disclaim any and all RESPONSIBILITY and LIABILITY for the application of the stated principles and for the accuracy of any of the material contained in this publication to the full extent permitted by Design Handbook 4th Edition Chapters 1, 5, 7 and 12: Additional Design Aids First printing August 2016 CAC Concrete Design Handbook 4th Edition 1 79 General1 Copyright 2016 Cement Association of Canada All rights :1 80 GeneralCopyright 2016 Cement Association of Canada All rights :CAC Concrete Design Handbook 4th Edition 1 81 General1 Copyright 2016 Cement Association of Canada All rights :Table :Table :CAC Concrete Design Handbook 4th Edition 5 43 Slabs5 Copyright 2016 Cement Association of Canada All rights reserved.

4 L = l l Table Beam to Slab Ratio (Edge Beams) 5 44 SlabsCopyright 2016 Cement Association of Canada All rights reserved. = lll Table Beam to Slab Ratio (Interior Beams) CAC Concrete Design Handbook 4th Edition 5 45 Slabs5 Copyright 2016 Cement Association of Canada All rights reserved.

5 Table Factor k, Shear-Moment Transfer, Interior Column5 46 SlabsCopyright 2016 Cement Association of Canada All rights reserved. Table Factor k1 or k2, Shear-Moment Transfer, Interior ColumnCAC Concrete Design Handbook 4th Edition 5 47 Slabs5 Copyright 2016 Cement Association of Canada All rights reserved. Table Factor k, Shear-Moment Transfer, Edge Column5 48 SlabsCopyright 2016 Cement Association of Canada All rights reserved.

6 Table Factor k1, Shear-Moment Transfer, Edge ColumnCAC Concrete Design Handbook 4th Edition 5 49 Slabs5 Copyright 2016 Cement Association of Canada All rights reserved. Table Factor k2, Shear-Moment Transfer, Edge Column5 50 SlabsCopyright 2016 Cement Association of Canada All rights reserved. Table Factor k1, Shear-Moment Transfer, Corner ColumnCAC Concrete Design Handbook 4th Edition 5 51 Slabs5 Copyright 2016 Cement Association of Canada All rights reserved.

7 Table Factor k1 or k2, Shear-Moment Transfer, Corner Column5 52 SlabsCopyright 2016 Cement Association of Canada All rights Area of Reinforcing Steel (As mm2) Per One Metre StripBar Spacing mmBar Size (No.)10152025303550200040006000100001400 0200008012502500375062508750125001001000 2000300050007000100001208331667250041675 8338333150667133320003333466766671805561 1111667277838895556200500100015002500350 0500022045590913642273318245452404178331 2502083291741672504008001200200028004000 2603857691154192326923846280357714107117 8625003571300333667100016672333333332031 3625938156321883125340294588882147120592 9413602785568331389194427783802635267891 3161842263240025050075012501750250042023 8476714119016672381440227455682113615912 273460217435652108715222174 CAC Concrete Design Handbook 4th Edition 7 25 Short Columns7 Copyright 2016

8 Cement Association of Canada All rights Rectangular Columns with Equal Numbers of Bars on all Faces Table Rectangular Columns with Equal Numbers of Bars on all Faces 05101520253001234567Pr /Ag MPaMr /(Ag h), MPa05101520253001234567Pr /Ag MPaMr /(Ag h), MPaEI19 = kbh3/(1+ d) EI20 = 750 bh3/(1+ d) fy = 400 MPa s = c = t = 1%, k = 497 t = 2%, k = 620 t = 3%, k = 742 t = 4%, k = 865 t = 5%, k = 987 t = 6%, k = 1110 fs /fy = EI19 = kbh3/(1+ d) EI20 = 750 bh3/(1+ d) fy = 4 00 MPa s = c = t = 1%, k = 542 t = 2%, k = 708 t = 3%, k = 875 t = 4%, k = 1042 t = 5%, k = 1208 t = 6%, k = 1375 = 0 = 25 MPa = = 25 MPa 7 26 Short ColumnsCopyright 2016 Cement Association of Canada All rights Rectangular Columns with Equal Numbers of Bars on all Faces Table Rectangular Columns with Equal Numbers of Bars on all Faces 051015202530012345678Pr /Ag MPaMr /(Ag h), MPa051015202530012345678Pr /Ag MPaMr /(Ag h), MPaEI19 = kbh3/(1+ d) EI20 = 750 bh3/(1+ d)

9 Fy = 400 MPa s = c = t = 1%, k = 593 t = 2%, k = 810 t = 3%, k = 1028 t = 4%, k = 1246 t = 5%, k = 1 463 t = 6%, k = 1681 EI19 = kbh3/(1+ d) EI20 = 750 bh3/(1+ d) fy = 400 MPa s = c = t = 1%, k = 651 t = 2%, k = 926 t = 3%, k = 120 2 t = 4%, k = 1477 t = 5%, k = 1753 t = 6%, k = 2028 = = 25 MPa = 0 = 25 MPa CAC Concrete Design Handbook 4th Edition 7 27 Short Columns7 Copyright 2016 Cement Association of Canada All rights Rectangular Columns with Equal Numbers of Bars on all Faces Table Rectangular Columns with Equal Numbers of Bars on all Faces 05101520253001234567Pr /Ag MPaMr /(Ag h), MPa05101520253001234567Pr /Ag MPaMr /(Ag h), MPaEI19 = kbh3/( 1+ d) EI20 = 822 bh3/(1+ d)

10 Fy = 400 MPa s = c = t = 1%, k = 533 t = 2%, k = 656 t = 3%, k = 778 t = 4%, k = 901 t = 5%, k = 1023 t = 6%, k = 1 145 fs /fy = EI19 = kbh3/(1+ d) EI20 = 822 bh3/(1+ d) fy = 400 MPa s = c = t = 1%, k = 577 t = 2%, k = 744 t = 3%, k = 911 t = 4%, k = 1077 t = 5%, k = 1244 t = 6%, k = 1411 = = 30 MPa = 0 = 30 MPa 7 28 Short ColumnsCopyright 2016 Cement Association of Canada All rights Rectangular Columns with Equal Numbers of Bars on all Faces Table Rectangular Columns with Equal Numbers of Bars on all Faces 0510152025300 1 2 3 4 5 6 7 8 9Pr /Ag MPaMr /(Ag h), MPa0510152025300 1 2 3 4 5 6 7 8 9Pr /Ag MPaMr /(Ag h), MPaEI19 = kbh3/(1+ d) EI20 = 822 bh3/(1+ d)

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