Abstract

Prefabricated wood I-joists with web openings are commonly used in light-frame wood construction. The capacity and the failure pattern of such I-joists in the presence of a circular web opening were experimentally investigated on 100 specimens with various sizes and locations of web openings and two different span lengths of 3.66 m (12 ft) and 6.10 m (20 ft). The control I-joists, i.e., I-joists without any opening, failed in flexure in the midspan, whereas most of the I-joists with an opening failed in a brittle and sudden shear mode. The presence of an opening reduced the capacity up to 54% compared to I-joists without web openings depending on the size and location of the opening. Subsequently, to prevent brittle failure and improve capacity, the I-joists were reinforced using two perpendicular OSB collar layers with a variation in the reinforcement length. The effectiveness of reinforcing the web around openings was investigated on another 100 specimens. After reinforcement, brittle premature failure of I-joists was prevented with an increase in capacity up to 27% compared to the I-joists with openings. Analytical models to calculate the capacity of unreinforced and reinforced I-joists with openings are proposed, validated with results from previous research, which prove to be more accurate compared to existing models from the literature.

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Acknowledgments

The research was supported by the Natural Sciences and Engineering Research Council (NSERC) of Canada through an Engage Grant and Industrial Postgraduate Scholarship (IPS) in collaboration with AcuTruss Industries of Kelowna, British Columbia, Canada. Thanks are also extended to Kader Newaj Siddiquee, for his priceless help during the experimental tests.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 143Issue 6June 2017

History

Received: Oct 14, 2015
Accepted: Nov 4, 2016
Published ahead of print: Feb 12, 2017
Published online: Feb 13, 2017
Published in print: Jun 1, 2017
Discussion open until: Jul 13, 2017

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Md Shahnewaz [email protected]
Graduate Research Assistant, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, BC, Canada V6T 1Z4. E-mail: [email protected]
M. Shahidul Islam [email protected]
Graduate Research Assistant, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7. E-mail: [email protected]
Moein Ahmadipour [email protected]
Graduate Research Assistant, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7. E-mail: [email protected]
Thomas Tannert, M.ASCE [email protected]
Associate Professor, Dept. of Wood Science and Civil Engineering, Univ. of British Columbia, Vancouver, BC, Canada V6T 1Z4. E-mail: [email protected]
M. Shahria Alam, M.ASCE [email protected]
Associate Professor, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7 (corresponding author). E-mail: [email protected]

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