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An investigation of the block shear strength of coped beams with a welded clip angle connection — Part I: Experimental study

  • Published:2007-01 Issue:1 Volume:63 Page:96-115
  • ISSN:0143-974X
  • Container-title:Journal of Constructional Steel Research
  • language:en
  • Short-container-title:Journal of Constructional Steel Research

Author:

Yam Michael C.H.,Zhong Y.C.,Lam Angus C.C.,Iu V.P.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. Behavior of bearing critical double-angle beam connections;Birkemoe;Engineering Journal, AISC,1978

2. New design criteria for gusset plates in tension;Hardash;Engineering journal, AISC,1985

3. An experimental study of block shear failure of angles in tension;Epstein;Engineering journal, AISC,1992

4. Block shear and net section capacities of structural tees in tension: Test results and code implications;Epstein;Engineering Journal,2002

5. Finite element modeling of block shear in structural tees;Epstein;Computers and Structures,2000

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