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The limit states design version of the 1989 Canadian code for engineering design in wood (CSA-086.1-M89) is, for the most part, reliability-based. This paper discusses the methodology employed in the calibration procedure and the reliability levels adopted. Particular emphasis is given to the results obtained for duration of load and system (load sharing) strength adjustment factors, to serviceability limit states, and to the design of columns. Final comments address the impact of the new code in comparison to the traditional working stress design procedures. Key words: code, design, reliability, timber construction, wood.
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Foschi et al. (Tue,) studied this question.
www.synapsesocial.com/papers/69e378858de97b87b7a46d59 — DOI: https://doi.org/10.1139/l93-049
Ricardo O. Foschi
Bryan Folz
Felix Yao
Canadian Journal of Civil Engineering
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