Closure to “Effective Length of Lift-Slab Columns” by Rubin M. Zallen and Bernard Grossfield
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VIEW THE REPLYAuthors: Rubin M. Zallen, P. E., F. ASCE [email protected], and Bernard Grossfield, P. E., M. ASCEAuthor Affiliations
Publication: Journal of Performance of Constructed Facilities
Volume 19, Issue 1
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Reference
American Institute of Steel Construction (AISC). (1993). “Commentary on the load and resistance factor design specification for structural steel buildings,” Section C2. AISC, Chicago.
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Published online: Feb 1, 2005
Published in print: Feb 2005
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Principal, Zallen Engineering, 1101 Worcester Road, Framingham, MA 01701. E-mail: [email protected]
Bernard Grossfield, P. E., M. ASCE
Consulting Engineer, 317 Elwood Avenue, Hawthorne, NY 10532.
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