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.