Chapter
Nov 2, 2022

Wood Bowstring Trusses: Evaluating Distress through Structural Analysis

Publication: Forensic Engineering 2022

ABSTRACT

From the early 1900s through the 1960s, wood bowstring trusses were a popular structural solution for roof framing, especially in buildings where long, open spans were desired. Many of these structures are still in service today, and due to increasing costs associated with the replacement of existing buildings, repair, and rehabilitation of these structures has become economically attractive. The reuse of bowstring trusses requires careful engineering assessment of their ability to continue to perform safely under applicable building code requirements. Successful assessment of in-place structural capacity requires a thorough investigation of existing conditions and a realistic structural analysis. This paper discusses the process of establishing design values for timber members in existing structures (visual stress grading) as well as considerations and methods to create finite element models that accurately represent the behavior of bowstring trusses. By using a realistic structural model, the engineer can better understand structural behavior, which will guide the process of selecting efficient rehabilitation options.

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REFERENCES

ANSI (American National Standards Institute). (1972). ANSI A58.1-1972: Building Code Requirements for Minimum Design Loads in Buildings and Other Structures. Washington D.C.
ANSI (American National Standards Institute). (1945). ANSI A58.1-1972: Building Code Requirements for Minimum Design Loads in Buildings and Other Structures. Washington D.C.
ASCE. (2017). ASCE/SEI, 41-17: Seismic Evaluation and Retrofit of Existing Buildings. Reston, Virginia.
ASTM. (2019). ASTM D245-06(2019): Standard Practice for Establishing Structural Grades and Related Allowable Properties for Visually Graded Lumber. West Conshohocken.
ASTM. (2017). ASTM D2555-17a: Standard Practice for Establishing Clear Wood Strength Values. West Conshohocken.
ASTM. (2020). ASTM D5457-20: Standard Specification for Computing Reference Resistance of Wood-Based Materials and Structural Connections for Load and Resistance Factor Design. West Conshohocken.
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FEMA. (1997). FEMA 273: NEHRP Guidelines for the Seismic Rehabilitation of Buildings. Washington, D. C.
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Kristie, R. J., and Johnson, A. P. (1996). Investigating and Repairing Wood Bowstring Trusses. Practice Periodical on Structural Design and Construction. February.
Oudjene, M., and Khelifa, M. (2009). ElastoPlastic Constitutive Law for Wood Behavior under Compressive Loadings. Construction and Building Materials. August (23).
Santos, C. L., de Jesus, A. M. P., Morais, J. J. L., and Fontoura, B. F. C. (2013). An Experimental Comparison of Strengthening Solutions for Dowel-type Wood Connections. Construction and Building Materials. September (46).
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Go to Forensic Engineering 2022
Forensic Engineering 2022
Pages: 1016 - 1025

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Published online: Nov 2, 2022

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Authors

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Gloriana Arrieta Martinez, Ph.D. [email protected]
P.E.
1Consulting Engineer, Simpson Gumpertz & Heger, Inc. Email: [email protected]
Alexander D. Stephani [email protected]
2Project Consultant, Simpson Gumpertz & Heger, Inc. Email: [email protected]
Filippo Masetti [email protected]
P.E.
3Associate Principal, Simpson Gumpertz & Heger, Inc. Email: [email protected]

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