A generalized solution for the design of one-way and two-way reinforced concrete slabs

In this thesis an evaluation is made of the results of approximately 1200 designs for one-way and two-way slabs meeting the requ1rements of the A.C.I. Code (1). The parameters have been chosen to cover a wide range of practical design conditions. The data resulting from these designs have been plotted using dimensionless parameters evaluated from a dimensional analysis approach. Curves fitting the data proved to be continuous over the working range, so equations for the curves were developed. Data from the original designs were compared with results computed from the developed equations. In a few cases maximum deviations of less than three percent were found. The average deviation for all designs was found to be less than one percent.

Name thesis:degree_name

Master of Science

Level thesis:degree_level

masters

Discipline thesis:degree_discipline

Structural Engineering

Department dc:contributor.department

Structural Engineering

Grantor dc:publisher

Virginia Tech

Year dc:date.issued

1963

Author dc:creator

• Al-Khafaji, Abbas Nasir

Chair dc:contributor.committeechair

• Gray, George A.

Statement dc:rights

• In Copyright

Licence dc:rights.uri

• http://rightsstatements.org/vocab/InC/1.0/

Dc Identifier Other

etd-06022010-020106

OAI identifier oai:identifier

oai:vtechworks.lib.vt.edu:10919/42830