International Concrete Abstracts Portal

Showing 1-5 of 17 Abstracts search results

Document: 

SP33-13

Date: 

January 1, 1972

Author(s):

James A. Barker, Martin L. Moody and Chuan C. Feng

Publication:

Symposium Papers

Volume:

33

Abstract:

A computer program is developed which will check reinforced concrete beam designs against the ACI 318-63 Code and print out warnings of any violations. At present the routine to check the flexure and bond requirements for rectangular beams is complete.

DOI:

10.14359/17663


Document: 

SP33-14

Date: 

January 1, 1972

Author(s):

V. Ramakrishnan

Publication:

Symposium Papers

Volume:

33

Abstract:

Presents general computer programs for determining the ultimate load for any type of reinforced concrete indeterminate structure by using the limit state design procedure suggested by Baker.

DOI:

10.14359/17664


Document: 

SP33-15

Date: 

January 1, 1972

Author(s):

Manoranjan Das, Kanchit Malaivongs, and R.B.L. Smith

Publication:

Symposium Papers

Volume:

33

Abstract:

A simple computer program is described for the yield line solution of isotropic and orthotropic reinforced concrete slabs based on a simplex routine. It is illustrated by examples and it is used to compare the effects of simplifications to the yield line patterns. It is available in Fortran and Atlas autocode versions.

DOI:

10.14359/17665


Document: 

SP33-16

Date: 

January 1, 1972

Author(s):

Mark Fintel

Publication:

Symposium Papers

Volume:

33

Abstract:

The Portland Cement Association decided about five years ago to undertake the programming effort needed for the design of concrete structures and pavements.

DOI:

10.14359/17666


Document: 

SP33-07

Date: 

January 1, 1972

Author(s):

Stanley Dean Lindsey, Jack Richard Horner and William H. Rowan, Jr.

Publication:

Symposium Papers

Volume:

33

Abstract:

Modern computer developments have brought the digital computer to the engineer's fingetips by means of a remote console connection with a time sharing computer system. It is the purpose of this paper to analyze the adaption of such calculation capacity to the design problems imposed upon the engineer.

DOI:

10.14359/17657


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