2009
DOI: 10.18820/9781920338176
|View full text |Cite
|
Sign up to set email alerts
|

Background to SANS 10160: Basis of structural design and actions for buildings and industrial structures

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1

Citation Types

0
1
0

Year Published

2015
2015
2022
2022

Publication Types

Select...
5

Relationship

0
5

Authors

Journals

citations
Cited by 7 publications
(1 citation statement)
references
References 0 publications
0
1
0
Order By: Relevance
“…moderate consequences of failure is given as β t = 3.0 (4.0), as back-calibrated from existing practice by Milford (1988) and Kemp et al (1987), and later retained by Retief and Dunaiski (2009). Comparing this to the EN 1990(EN 2002 equivalent of β t = 3.8 (4.7), it is unlikely that simply adopting existing recommendations for developed countries would be appropriate for SA without considering the prevailing economic and societal preferences.…”
Section: Target Reliability For New Road Bridges In South Africamentioning
confidence: 99%
“…moderate consequences of failure is given as β t = 3.0 (4.0), as back-calibrated from existing practice by Milford (1988) and Kemp et al (1987), and later retained by Retief and Dunaiski (2009). Comparing this to the EN 1990(EN 2002 equivalent of β t = 3.8 (4.7), it is unlikely that simply adopting existing recommendations for developed countries would be appropriate for SA without considering the prevailing economic and societal preferences.…”
Section: Target Reliability For New Road Bridges In South Africamentioning
confidence: 99%