Teh, L. H., & Gilbert, B. P. (2013). Net Section Tension Capacity of Cold-Reduced Sheet Steel Angle Braces Bolted at One Leg. Journal of Structural Engineering, 139(3), 328. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000675
Chicago Style (17th ed.) CitationTeh, Lip H., and Benoit P. Gilbert. "Net Section Tension Capacity of Cold-Reduced Sheet Steel Angle Braces Bolted at One Leg." Journal of Structural Engineering 139, no. 3 (2013): 328. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000675.
MLA (9th ed.) CitationTeh, Lip H., and Benoit P. Gilbert. "Net Section Tension Capacity of Cold-Reduced Sheet Steel Angle Braces Bolted at One Leg." Journal of Structural Engineering, vol. 139, no. 3, 2013, p. 328, https://doi.org/10.1061/(ASCE)ST.1943-541X.0000675.