SIST ISO 15673:2018

Guidelines for the simplified design of structural reinforced concrete for buildings

ISO 15673:2016 provides guidelines for the design and construction of low-rise concrete building structures of small area to be built in the less developed areas of the world.  
ISO 15673:2016 is applicable to the planning, design and construction of structural reinforced concrete structures to be used in new low-rise buildings of restricted occupancy, number of stories, and area.  
ISO 15673:2016 can be used as an alternative to the development of a National Concrete Building Code, or equivalent document in countries where no national design codes are available by themselves, or as an alternative to the National Concrete Building Code in countries where specifically considered and accepted by the national standard body or other appropriate regulatory organization.

Lignes directrices pour la conception simplifiée du béton armé pour les structures de bâtiments

Smernice za poenostavljeno projektiranje armiranobetonskih konstrukcij za stavbe

V tem dokumentu so podane smernice za projektiranje in izgradnjo nizkih betonskih stavb z majhno površino, namenjenih za gradnjo v manj razvitih območjih po svetu.
Ta dokument se uporablja za načrtovanje, projektiranje in izgradnjo armiranobetonskih konstrukcij za nove nizke betonske stavbe z omejeno zasedenostjo, številom nadstropij in površino.
Ta dokument se lahko uporabi kot alternativa pripravi zakonika o gradnji betonskih objektov, kot enakovreden dokument v državah, kjer ni nacionalnih zakonikov o projektiranju, ali kot alternativa zakoniku o gradnji betonskih objektov v državah, kjer so ga nacionalni organi za standarde ali drugi pristojni regulativni organi posebej obravnavali in sprejeli.

General Information

• Status: Published
• Public Enquiry End Date: 24-May-2018
• Publication Date: 20-May-2018
• ICS: 91.080.40 - Concrete structures
• Technical Committee: BBB - Concrete, reinforced concrete and prestressed concrete
• Current Stage: 6060 - National Implementation/Publication (Adopted Project)
• Start Date: 17-May-2018
• Due Date: 22-Jul-2018
• Completion Date: 21-May-2018
• Ref Project: ISO 15673:2016 - Guidelines for the simplified design of structural reinforced concrete for buildings

Relations

• Revised: SIST ISO 15673:2011 - Guidelines for the simplified design of structural reinforced concrete for buildings
• Effective Date: 01-Jun-2018

Standards Content (Sample)

SLOVENSKI STANDARD
01-junij-2018
Smernice za poenostavljeno projektiranje armiranobetonskih konstrukcij za stavbe
Guidelines for the simplified design of structural reinforced concrete for buildings
Lignes directrices pour la conception simplifiée du béton armé pour les structures de
bâtiments
Ta slovenski standard je istoveten z: ISO 15673:2016
ICS:
91.080.40 Betonske konstrukcije Concrete structures
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

INTERNATIONAL ISO
STANDARD 15673
Second edition
2016-12-01
Guidelines for the simplified design
of structural reinforced concrete for
buildings
Lignes directrices pour la conception simplifiée du béton armé pour
les structures de bâtiments
Reference number
©
ISO 2016
© ISO 2016, Published in Switzerland
All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized otherwise in any form
or by any means, electronic or mechanical, including photocopying, or posting on the internet or an intranet, without prior
written permission. Permission can be requested from either ISO at the address below or ISO’s member body in the country of
the requester.
ISO copyright office
Ch. de Blandonnet 8 • CP 401
CH-1214 Vernier, Geneva, Switzerland
Tel. [phone]
Fax [phone]
[e-mail]
www.iso.org
ii © ISO 2016 – All rights reserved

Contents Page
Foreword .ix
Introduction .x
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 2
4 Symbols and abbreviated terms .13
4.1 Symbols .13
4.2 Abbreviated terms .16
5 Design and construction procedure .17
5.1 Procedure .17
5.1.1 Step A .17
5.1.2 Step B .17
5.1.3 Step C .17
5.1.4 Step D .17
5.1.5 Step E .17
5.1.6 Step F.17
5.1.7 Step G .17
5.1.8 Step H .17
5.1.9 Step I .17
5.1.10 Step J .18
5.1.11 Step K .18
5.2 Design documentation .19
5.2.1 General.19
5.2.2 Calculation memoir .19
5.2.3 Geotechnical report .19
5.2.4 Structural drawings .19
5.2.5 Specifications .19
6 General guides .19
6.1 Limitations .19
6.1.1 Occupancy . .19
6.1.2 Maximum number of stories .20
6.1.3 Maximum area per floor .20
6.1.4 Maximum story height .20
6.1.5 Maximum span length .20
6.1.6 Maximum difference in span length .20
6.1.7 Minimum number of spans .21
6.1.8 Maximum cantilever span .21
6.1.9 Maximum slope for slabs, girders, beams and joists .21
6.1.10 Maximum slope of the terrain .21
6.1.11 Distance between centre of mass and centre of rigidity .21
6.2 Limit states .21
6.3 Ultimate limit state design format .21
6.3.1 General.21
6.3.2 Required factored strength .22
6.3.3 Design strength .22
6.4 Serviceability limit state design format .22
7 Specific guides .23
7.1 Structural systems and layout .23
7.1.1 Description of the components of the structure .23
7.1.2 General programme .24
7.1.3 Structural layout . . .25
7.1.4 Feasibility under the guidelines .28
8 Actions (loads) .29
8.1 General .29
8.1.1 Load factors and load combinations .29
8.1.2 Mass of materials .31
8.1.3 Dead loads .31
8.1.4 Live loads .32
8.1.5 Specified snow load .32
8.1.6 Specified wind forces .32
8.1.7 Specified earthquake forces .32
8.1.8 Seismic design base shear .39
9 General reinforced concrete requirements .40
9.1 General .40
9.2 Additional requirements .40
9.3 Materials for reinforced concrete .40
9.3.1 General.40
9.3.2 Cement .40
9.3.3 Aggregates .40
9.3.4 Water .
...

INTERNATIONAL ISO
STANDARD 15673
Second edition
2016-12-01
Guidelines for the simplified design
of structural reinforced concrete for
buildings
Lignes directrices pour la conception simplifiée du béton armé pour
les structures de bâtiments
Reference number
©
ISO 2016
© ISO 2016, Published in Switzerland
All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized otherwise in any form
or by any means, electronic or mechanical, including photocopying, or posting on the internet or an intranet, without prior
written permission. Permission can be requested from either ISO at the address below or ISO’s member body in the country of
the requester.
ISO copyright office
Ch. de Blandonnet 8 • CP 401
CH-1214 Vernier, Geneva, Switzerland
Tel. [phone]
Fax [phone]
[e-mail]
www.iso.org
ii © ISO 2016 – All rights reserved

Contents Page
Foreword .ix
Introduction .x
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 2
4 Symbols and abbreviated terms .13
4.1 Symbols .13
4.2 Abbreviated terms .16
5 Design and construction procedure .17
5.1 Procedure .17
5.1.1 Step A .17
5.1.2 Step B .17
5.1.3 Step C .17
5.1.4 Step D .17
5.1.5 Step E .17
5.1.6 Step F.17
5.1.7 Step G .17
5.1.8 Step H .17
5.1.9 Step I .17
5.1.10 Step J .18
5.1.11 Step K .18
5.2 Design documentation .19
5.2.1 General.19
5.2.2 Calculation memoir .19
5.2.3 Geotechnical report .19
5.2.4 Structural drawings .19
5.2.5 Specifications .19
6 General guides .19
6.1 Limitations .19
6.1.1 Occupancy . .19
6.1.2 Maximum number of stories .20
6.1.3 Maximum area per floor .20
6.1.4 Maximum story height .20
6.1.5 Maximum span length .20
6.1.6 Maximum difference in span length .20
6.1.7 Minimum number of spans .21
6.1.8 Maximum cantilever span .21
6.1.9 Maximum slope for slabs, girders, beams and joists .21
6.1.10 Maximum slope of the terrain .21
6.1.11 Distance between centre of mass and centre of rigidity .21
6.2 Limit states .21
6.3 Ultimate limit state design format .21
6.3.1 General.21
6.3.2 Required factored strength .22
6.3.3 Design strength .22
6.4 Serviceability limit state design format .22
7 Specific guides .23
7.1 Structural systems and layout .23
7.1.1 Description of the components of the structure .23
7.1.2 General programme .24
7.1.3 Structural layout . . .25
7.1.4 Feasibility under the guidelines .28
8 Actions (loads) .29
8.1 General .29
8.1.1 Load factors and load combinations .29
8.1.2 Mass of materials .31
8.1.3 Dead loads .31
8.1.4 Live loads .32
8.1.5 Specified snow load .32
8.1.6 Specified wind forces .32
8.1.7 Specified earthquake forces .32
8.1.8 Seismic design base shear .39
9 General reinforced concrete requirements .40
9.1 General .40
9.2 Additional requirements .40
9.3 Materials for reinforced concrete .40
9.3.1 General.40
9.3.2 Cement .40
9.3.3 Aggregates .40
9.3.4 Water .40
9.3.5 Steel reinforcement .40
9.3.6 Admixtures . .41
9.3.7 Storage of materials .41
9.3.8 Minimum and maximum reinforcement bar diameter .
...