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International Concrete Abstracts Portal

The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

Showing 1-5 of 24 Abstracts search results

Document: 

SP43-01

Date: 

January 1, 1974

Author(s):

B.L. Meyers and G.M. Sabnis

Publication:

Symposium Papers

Volume:

43

Abstract:

Code criteria for deflection limitation in reinforced concrete structures, from a number of countries, are reviewed and the two major methods used for deflection limitation are discussed. These methods are: limiting deflections to a fraction of the span length, and limiting the span-to-depth ratio.

DOI:

10.14359/17504

Document: 

SP43-02

Date: 

January 1, 1974

Author(s):

C.G. Salmon, A. Fattah Shaikh, and M. Saeed Mirza

Publication:

Symposium Papers

Volume:

43

Abstract:

The paper presents a condensed state-of-the art report on practical procedures for computing short-time and long-time deflections for beams and one-way slabs.

DOI:

10.14359/17505

Document: 

SP-043

Date: 

January 1, 1974

Author(s):

Editors: Gajanan M. Sabnis, Bernard L. Meyers, and Frederic Roll

Publication:

Symposium Papers

Volume:

43

Abstract:

SP43 Compiled under the sponsorship of ACI Committee 435, "Deflection on Concrete Structures," from papers presented at the 1974 ACI Spring Convention in San Francisco, California. Covers current information and the state of the art of deflection calculations. Includes an overview of the treatment of deflection evaluation in a number of codes, a review of one-way floor systems, two-way slab systems, prestressed flexural members, simple calculation methods, and complete analysis procedures.

DOI:

10.14359/14096

Document: 

SP43-20

Date: 

January 1, 1974

Author(s):

W.H. Dilger and G. Abele

Publication:

Symposium Papers

Volume:

43

Abstract:

An experimental investigation into the deformations of reinforced concrete T-beams subjected to sustained load is reported.

DOI:

10.14359/17523

Document: 

SP43-21

Date: 

January 1, 1974

Author(s):

J.L. Heiman

Publication:

Symposium Papers

Volume:

43

Abstract:

A comparision is made between measured and calculated long-term deflections of flexural members in four buildings. The measured deflections were found to exceed those obtained by calculation using the ACI Code method.

DOI:

10.14359/17524

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