Erratum for “Revisiting the Net-Section Tensile Rupture Strength Limit State of Single-Bolt Connections in Pultruded Structures” by Abdul-Hamid Zureick and Blaine Weinmann
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VIEW THE CORRECTED ARTICLEPublication: Journal of Composites for Construction
Volume 27, Issue 1
The following corrections should be made to the original paper:
In the “Computing Kte” section, the equation in the final sentence should read “dh/w = 0.67.”
In the “Computing the Constant C” section, the text “…bolts having diameters of 0.19 mm (3/16 in.)…” should read “…bolts having diameters of 4.76 mm (3/16 in.)…,” and the inequality in the final sentence of the section should read “ .”
In the section “ASCE (2010) Limit State of Tensile Rupture of the NetSection at the Location of the Bolt Hole,” the equations in item three in the list should be “e1/w ≥ 0.15 and 0.08 ≤ dh/w ≤ 0.81.”
To preserve the published version of record, these details have been corrected only in this erratum.
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© 2022 American Society of Civil Engineers.
History
Received: Aug 4, 2022
Accepted: Oct 13, 2022
Published online: Dec 6, 2022
Published in print: Feb 1, 2023
Discussion open until: May 6, 2023
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