Title:
Influence of Spandrel Beam Torsion on Slab Capacity Based on Yield Line Criteria
Author(s):
E.L. Kemp and W.J. Wilhelm
Publication:
Symposium Paper
Volume:
35
Issue:
Appears on pages(s):
325-342
Keywords:
beams (supports); concrete slabs; cracking (fracturing); failure mechanisms; flexural strength; loads (forces); reinforced concrete; strength; structural analysis; structural design; torsion; yield line method
DOI:
10.14359/17485
Date:
1/1/1973
Abstract:
The problem of determining the ultimate capacity for reinforced concrete slabs supported on integral spandrel beams is discussed utilizing the yield line approach.