Repository logo
 

The Behaviour of End Plate Connections

Date

1966

Journal Title

Journal ISSN

Volume Title

Publisher

ORCID

Type

Degree Level

Masters

Abstract

SYNOPSIS This thesis is a presentation of the research done on an end-plate connection consisting of a 1/2 inch plate welded to the end of a 10WF21 beam and then bolted with four high strength bolts to the flange of an 8WF28 column. The use of electrical resistance strain gages to find bolt loads proved very satisfactory. The use of a 1/2 inch end plate proved to be sufficient for the connection. The amount of bolt pretension greatly affected the overall behaviour of the connection. The introduction of stiffeners to the column strengthened the connection.

Description

Keywords

Citation

Degree

Bachelor of Science in Engineering (B.E.)

Department

Civil Engineering

Program

Civil Engineering

Part Of

item.page.relation.ispartofseries

DOI

item.page.identifier.pmid

item.page.identifier.pmcid