Open Access Journal

ISSN : 2394-2320 (Online)

International Journal of Engineering Research in Computer Science and Engineering (IJERCSE)

Monthly Journal for Computer Science and Engineering

Open Access Journal

IInternational Journal of Engineering Research in Mechanical and Civil Engineering (IJERMCE)

Monthly Journal for Mechanical and Civil Engineering

ISSN : 2456-1290 (Online)

Block Shear Failure in a Steel Angle Tension Member – A Review of Design Practic

Author : J. R. Dhanuskar 1 Dr. L. M. Gupta 2

Date of Publication :8th March 2017

Abstract: Equations of block shear capacity vary significantly in various standards of steel structure design. A study has been conducted to examine the design equations according to standards from India, America, Europe, Canada, and Japan, as well as proposed improved equations for block shear capacity of tension member. To evaluate these standards and proposed improved equations, available test results for block shear failures in tension member are used. For tension member Indian standard, Eurocode, Japan Standard and Canadian standard are significantly conservative, however American Standard provides a good prediction of block shear capacity.

Reference :

    1. Standard, Bureau Indian. "General Construction in Steel-Code of Practice." 3rd Revision, Bureau of Indian Standard, New Delhi, India, IS (2007): 800- 2007
    2. AISC Committee. "Specification for Structural Steel Buildings (ANSI/AISC 360-10)." American Institute of Steel Construction, Chicago-Illinois (2010).
    3. BS EN1993, B. S. "Eurocode 3: Design of steel structures—Part 1-8: Design of joints." BS EN 1993-1 8 (2005).
    4. CAN, CSA. (2009). CSA-S16-09, ―Limit States Design of Steel Structures‖, Rexdale, Ontario, Canadian Standard Association.
    5. LSD, AIJ. "Standard for Limit State Design of Steel Structures." Architectural Institute of Japan(AIJ) (1990).
    6. Madugula, Murty KS, and S. Mohan. "Angles in eccentric tension." Journal of Structural Engineering 114.10 (1988): 2387-2396.
    7. Epstein, Howard I. "An experimental study of block shear failure of angles in tension." Engineering journal, AISC 29.2 (1992): 75-84.
    8. Gross, Jeremy M., James G. Orbison, and Ronald D. Ziemian. "Block shear tests in high-strength steel angles." Engineering Journal, AISC 32.3 (1995).

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