Concrete Q&A: Allowable Tolerances for Suspended Slab Edge

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Title: Concrete Q&A: Allowable Tolerances for Suspended Slab Edge

Author(s):

Publication: Concrete International

Volume: 40

Issue: 5

Appears on pages(s): 56

Keywords:

DOI: 10.14359/51702397

Date: 5/1/2018

Abstract:
What are the allowable tolerances for an exterior edge of an elevated concrete deck slab?

Related References:

1. ACI Committee 117, “Specification for Tolerances for Concrete Construction and Materials (ACI 117-10) and Commentary (ACI 117R-10)

(Reapproved 2015),” American Concrete Institute, Farmington Hills, MI, 2010, 76 pp.

2. Suprenant, B.A., and Malisch, W.R, “Movements That Affect Tolerance Measurements,” Concrete International, V. 38, No. 7, July 2016, pp. 27-32.

3. Bondy, K., “Shortening Problems in Post-Tensioned Concrete Buildings,” SEAOSC Seminar Proceedings: Design Review and Inspection of Prestressed Concrete Building Projects, Jan. 1989, 20 pp.

4. Aalami, B.O., and Barth, F.G., “Cracking in Prestressed Concrete Structures,” Cracking in Prestressed Concrete Structures, SP-113, G.T.

Halvorsen and N.H. Burns, eds., Amercan Concrete Institute, Farmington Hills, MI, 1989, pp. 157-202.

5. Allred, B., “Common Post-Tensioning and Construction Issues,” Structure, July 2005, pp. 22-25.




  

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