Cover Image

Standardisation of partial strength connections of flush end-plate connections for Trapezoid Web Profiled steel sections

Link to publisher's homepage at http://www.myiem.org.my/

Saved in:
Bibliographic Details
Main Authors: Mahmood, Md. Tahir, Assoc. Prof. Engr. Dr., Arizu, Sulaiman, Shahrin, Mohammad, Assoc. Prof. Dr., Anis, Saggaff
Format: Article
Language:English
Published: The Institution of Engineers, Malaysia 2011
Subjects:
Beam-to-column connection
Moment capacity
Partial strength or semi-rigid connection
Semi-continuous construction
Trapezoid Web Profiled Section
Online Access:http://dspace.unimap.edu.my/xmlui/handle/123456789/13568
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.unimap-13568
record_format dspace
spelling my.unimap-135682011-08-17T15:50:33Z Standardisation of partial strength connections of flush end-plate connections for Trapezoid Web Profiled steel sections Mahmood, Md. Tahir, Assoc. Prof. Engr. Dr. Arizu, Sulaiman Shahrin, Mohammad, Assoc. Prof. Dr. Anis, Saggaff Beam-to-column connection Moment capacity Partial strength or semi-rigid connection Semi-continuous construction Trapezoid Web Profiled Section Link to publisher's homepage at http://www.myiem.org.my/ Connections are usually designed as pinned or rigid although the actual behaviour is known to fall between these two extreme cases. The use of partial strength or semi-rigid connections has been encouraged by codes. Studies on the matter known as semicontinuous construction have proven that substantial savings in steel weight of the overall construction can be achieved. The objective of this paper is to develop a series of standardised partial strength connections tables of flush end-plate connections for trapezoidal web profiled steel (TWP) sections. The range of standard connections presented in tabulated form is limited to six tables comprised of different geometrical aspects of the connections. These tables could enhance the design of semi-continuous construction of multi-storey braced steel frames. The connections are presented in the form of standardised tables which include moment capacity and shear capacity after considering all possible failure modes. The moment capacity, shear capacity, geometrical aspects of the connections, the size of beams, and columns that are suitable with the connections are included in the standardised tables. A method proposed by Steel Construction Institute(SCI) which take into account the requirements in Eurocode 3 and BS 5950:2000 Part 1 were adopted to predict the moment capacity and shear capacity in developing the tables. This proposed method has been successfully applied to the establishment of standardised connections tables for hot-rolled British sections. Although the use of the proposed method is intended for hot rolled section, it is also possible to apply the same proposed method to TWP section provided that the predicted failure modes should comply with the requirements of Eurocode 3 and BS 5950:2000 Part 1 and the TWP section should at least classified as compact section. The moment capacity and shear capacity in the standard tables presented in this paper showed good agreement with the requirement of Eurocode 3 and BS 5950:2000 Part 1. 2011-08-17T15:50:33Z 2011-08-17T15:50:33Z 2006-06 Article The Journal of the Institution of Engineers, Malaysia, vol. 67(2), 2006, pages 20-33 0126-513X http://myiem.org.my/content/iem_journal_2006-177.aspx http://hdl.handle.net/123456789/13568 en The Institution of Engineers, Malaysia
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider http://dspace.unimap.edu.my/
language English
topic Beam-to-column connection
Moment capacity
Partial strength or semi-rigid connection
Semi-continuous construction
Trapezoid Web Profiled Section
spellingShingle Beam-to-column connection
Moment capacity
Partial strength or semi-rigid connection
Semi-continuous construction
Trapezoid Web Profiled Section
Mahmood, Md. Tahir, Assoc. Prof. Engr. Dr.
Arizu, Sulaiman
Shahrin, Mohammad, Assoc. Prof. Dr.
Anis, Saggaff
Standardisation of partial strength connections of flush end-plate connections for Trapezoid Web Profiled steel sections
description Link to publisher's homepage at http://www.myiem.org.my/
format Article
author Mahmood, Md. Tahir, Assoc. Prof. Engr. Dr.
Arizu, Sulaiman
Shahrin, Mohammad, Assoc. Prof. Dr.
Anis, Saggaff
author_facet Mahmood, Md. Tahir, Assoc. Prof. Engr. Dr.
Arizu, Sulaiman
Shahrin, Mohammad, Assoc. Prof. Dr.
Anis, Saggaff
author_sort Mahmood, Md. Tahir, Assoc. Prof. Engr. Dr.
title Standardisation of partial strength connections of flush end-plate connections for Trapezoid Web Profiled steel sections
title_short Standardisation of partial strength connections of flush end-plate connections for Trapezoid Web Profiled steel sections
title_full Standardisation of partial strength connections of flush end-plate connections for Trapezoid Web Profiled steel sections
title_fullStr Standardisation of partial strength connections of flush end-plate connections for Trapezoid Web Profiled steel sections
title_full_unstemmed Standardisation of partial strength connections of flush end-plate connections for Trapezoid Web Profiled steel sections
title_sort standardisation of partial strength connections of flush end-plate connections for trapezoid web profiled steel sections
publisher The Institution of Engineers, Malaysia
publishDate 2011
url http://dspace.unimap.edu.my/xmlui/handle/123456789/13568
_version_ 1643790908882157568
score 13.214268

Similar Items