STRUCTURAL DESIGN FORUM
Oct 15, 2003
How Does the Change from ACI 318-99 to 318-02 Influence Capacity?
Publication: Practice Periodical on Structural Design and Construction
Volume 8, Issue 4
1084-0680(2003)8:4(180.2)/asset/9687c26d-8eee-443f-ae91-ae449c75f8fc/assets/(asce)1084-0680(2003)8:4(180.2).fp.png)
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References
ACI Publication SP-17A (1978). “Design handbook in accordance with the strength design method of ACI 318-77.” American Concrete Institute, Detroit.
“ASCE standard—minimum design loads for buildings and other structures.” (2000). ASCE 7-98, American Society of Civil Engineers, Reston, Va.
“318-99/318R-99: Building code requirements for reinforced concrete and commentary.” (2002). ACI 318-02, American Concrete Institute, Detroit.
“318-02/318R-02: Building code requirements for reinforced concrete and commentary.” (1999). ACI 318-99, American Concrete Institute, Detroit.
“318-95/318R-95: Building code requirements for reinforced concrete and commentary.” (1995). ACI 318-95, American Concrete Institute, Detroit.
Epstein, H. I. (2003). “ACI 318-02 beam strain limit of 0.004 vs. 318-99 75% balanced steel.” Pract. Period. Struct. Des. Constr., in press.
Manual of Steel Construction Load and Resistance Factor Design. (1986). 1st Ed., American Institute of Steel Construction, Chicago.
Manual of steel construction. (1980). 8th Ed., American Institute of Steel Construction, Chicago.
Information & Authors
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Published In
Practice Periodical on Structural Design and Construction
Volume 8 • Issue 4 • November 2003
Pages: 180 - 185
Copyright
Copyright © 2003 American Society of Civil Engineers.
History
Published online: Oct 15, 2003
Published in print: Nov 2003
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Authors
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Howard Epstein, F.ASCE
Univ. of Connecticut, Storrs, CT 06269-2037.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.