Practical determination of block shear capacity in structural steel tension members

Evans, Edward R., Jr.,

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dc.contributor.author	Evans, Edward R., Jr.,
dc.contributor.other	Youngstown State University, degree granting institution.
dc.contributor.other	Youngstown State University. Rayen School of Engineering.
dc.date.accessioned	2021-09-21T15:59:42Z
dc.date.available	2021-09-21T15:59:42Z
dc.date.issued	1991
dc.identifier.other	B22676405
dc.identifier.other	1199376650
dc.identifier.uri	https://jupiter.ysu.edu:443/record=b2267640
dc.identifier.uri	http://hdl.handle.net/1989/16597
dc.description	1 volume (various pagings) : illustrations ; 29 cm M.S. Youngstown State University 1991. Includes bibliographical references (leaf 5-1).	en_US
dc.description.abstract	The design approach for structural steel tension members consists of determining the controlling mode of failure to include consideration of: yielding of the gross member area, fracture of the effective net member area, and block shear failure. The calculations for determining the block shear capacity of a tension member can be complex and time-consuming. Design aids to determine the block shear capacity of various tension members have been developed, and are presented. Many examples are used to demonstrate the ease of use and the accuracy of the developed design aids. These design aids provide an accurate and time-saving method to determine the block shear capacity of structural steel tension members.	en_US
dc.description.sponsorship	Youngstown State University. Rayen School of Engineering.	en_US
dc.language.iso	en_US	en_US
dc.publisher	[Youngstown, Ohio] : Youngstown State University, 1991.	en_US
dc.relation.ispartofseries	Master's Theses;no. 0445
dc.subject	Steel, Structural.	en_US
dc.subject	Shear (Mechanics)	en_US
dc.title	Practical determination of block shear capacity in structural steel tension members	en_US
dc.type	Thesis	en_US

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