DISCUSSIONS AND CLOSURES
Oct 1, 1991
Discussion of “Behavior of Rolled Section Web under Eccentric Edge Compressive Loads” by Mohamed Elgaaly and William L. Nunan (July, 1989, Vol. 115, No. 7)
This article has a reply.
VIEW THE REPLYPublication: Journal of Structural Engineering
Volume 117, Issue 10
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Feriencik, P. (1985). Bearing limit of steel structures. Report No. III‐3‐5/8.1, Slovak Tech. Univ., Bratislava, Czechoslovakia.
2.
Feriencik, P., and Vadovic, M. (1987). Local torsion of plate crane runway girders. Proc. Int. Conf. of Steel Structures, Slovak Technical University.
3.
Oxfort, J. (1981). “Zur Biegebeanspruchung des Stegblechanslusses infolge exzentrischer Radlasten auf dem Obergurt von Kranbahntraegern.” Der Stahlbau, 50(7), 215–217, Berlin, Germany.
4.
Standards for crane constructions (1976). Moscow.
5.
Vadovic, M. (1985). “Real Behavior of Craneway Girders,” thesis presented to Slovak Tech. Univ., at Bratislava, Czechoslovakia, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 117 • Issue 10 • October 1991
Pages: 3188 - 3189
Copyright
Copyright © 1991 ASCE.
History
Published online: Oct 1, 1991
Published in print: Oct 1991
Permissions
Request permissions for this article.
Authors
Affiliations
Miroslav Vadovic
Engr., Gannett Fleming, Inc., Harrisburg, PA; formerly, Sr. Lect., Slovak Tech. Univ., Bratislava, Czechoslovakia
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.