Civil Engineering Reference
In-Depth Information
References
3.1
Fling. R.S., “Using ACI 318 the Easy Way,”
Concrete International,
Vol. 1, No. 1, January 1979.
3.2
Pickett, C.,
Notes on ACI 318-77, Appendix A - Notes on Simplified Design,
3rd Edition, Portland Cement
Association, Skokie, Illinois
3.3
Rogers, P., “Simplified Method of Stirrup Spacing,”
Concrete International,
Vol. 1, No. 1, January 1979.
3.4
Fanella D. A, “Time-Saving Design Aids for Reinforced Concrete - Part 1”, Structural Engineer, August 2001
3.5
Fanella D. A, “Time-Saving Design Aids for Reinforced Concrete - Part 2 Two-Way Slabs”,
Structural
Engineer,
October 2001
3.6
Fanella D. A, “Time-Saving Design Aids for Reinforced Concrete - Part 3 Columns & Walls”,
Structural
Engineer,
November 2001
3.7
PSI - Product Services and Information,
Concrete Reinforcing Steel Institute, Schaumburg, Illinois.
(a) Bulletin 7901A
Selection of Stirrups in Flexural Members for Economy
(b) Bulletin 7701A
Reinforcing Bars Required - Minimum vs. Maximum
(c) Bulletin 7702A
Serviceability Requirements with Grade 60 Bars
3.8
Notes on ACI 318-08,
Chapter 6, “General Principles of Strength Design,” EB708, Portland Cement
Association, Skokie, Illinois, 2008.
3.9
Design Handbook in Accordance with the Strength Design Method of ACI 318-89: Vol. 1-Beams, Slabs,
Brackets, Footings, and Pile Caps,
SP-17(91), American Concrete Institute, Detroit, 1991.
3.10
CRSI Handbook,
Concrete Reinforcing Steel Institute, Schaumburg, Illinois, 10th Edition, 2008.
3.11
ACI Detailing Manual -
American Concrete Institute, Detroit, 1994.
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