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Screwed Connection Tests of Thin G550 and G300 Sheet Steels

C. A. Rogers / G. J. Hancock

This document report on the testing of single overlap screwed connections concentrically loaded in shear, and fabricated with multiple point fasteners using G550 and G300 sheet steels which range in base metal thickness from 0.42-1.0mm. Test specimens were milled from the longitudinal, transverse and diagonal directions of the sheet to determine the degree of anisotropy and its effect on connection capacity and failure type. All specimens tested for this report failed in the combined bearing/tilting mode. The results of additional screwed connection specimens, which are mainly composed of single point fasteners, and tested by the Australian Commonwealth Scientific and Industrial Research Organization (CSIRO) Division of Building, Construction and Engineering, were also included as data for this report.

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Screwed Connection Tests of Thin G550 and G300 Sheet Steels

C. A. Rogers / G. J. Hancock

This document report on the testing of single overlap screwed connections concentrically loaded in shear, and fabricated with multiple point fasteners using G550 and G300 sheet steels which range in base metal thickness from 0.42-1.0mm. Test specimens were milled from the longitudinal, transverse and diagonal directions of the sheet to determine the degree of anisotropy and its effect on connection capacity and failure type. All specimens tested for this report failed in the combined bearing/tilting mode. The results of additional screwed connection specimens, which are mainly composed of single point fasteners, and tested by the Australian Commonwealth Scientific and Industrial Research Organization (CSIRO) Division of Building, Construction and Engineering, were also included as data for this report.

Screwed Connection Tests of Thin G550 and G300 Sheet Steels

C. A. Rogers / G. J. Hancock

This document report on the testing of single overlap screwed connections concentrically loaded in shear, and fabricated with multiple point fasteners using G550 and G300 sheet steels which range in base metal thickness from 0.42-1.0mm. Test specimens were milled from the longitudinal, transverse and diagonal directions of the sheet to determine the degree of anisotropy and its effect on connection capacity and failure type. All specimens tested for this report failed in the combined bearing/tilting mode. The results of additional screwed connection specimens, which are mainly composed of single point fasteners, and tested by the Australian Commonwealth Scientific and Industrial Research Organization (CSIRO) Division of Building, Construction and Engineering, were also included as data for this report.

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Title:

Screwed Connection Tests of Thin G550 and G300 Sheet Steels

Contributors:

C. A. Rogers (author) / G. J. Hancock (author)

Publication date:

1997

Size:

227 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Structural Analyses , Building Standards & Codes , Joining , Manufacturing Technology , Industrial & Mechanical Engineering , Design standards , Bolted joints , Metal sheets , Structural steels , Screws , Loads(Forces) , Test methods , Australia

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