Title: Further Test on a Reinforced Concrete Floor Designed by Limit Procedures

Author(s): Robert Park

Publication: Symposium Paper

Volume: 30

Issue:

Appears on pages(s): 251-270

Keywords: beams (supports); concrete slabs; cracking (fracturing); deflection; failure mechanisms; loads (forces); models; reinforced concrete; research; structural design; two-way slabs; yield-line method

DOI: 10.14359/17498

Date: 1/1/1971

Abstract:
The paper describes the design and testing of a uniformly loaded 1/4-scaled model reinforced concrete slab and beam floor.