Scholarly
    Communications Project


Document Type:Master's Thesis
Name:Chad C. Alander
Email address:calander@vt.edu
URN:1998/00530
Title:Standoff Screws Used In Composite Joists
Degree:Master of Science
Department:CE
Committee Chair: W. Samuel Easterling
Chair's email:seaster@vt.edu
Committee Members:Thomas M. Murray
Thomas E. Cousins
Keywords:standoff screws, shear connectors, composite joists
Date of defense:May 5, 1998
Availability:Release the entire work for Virginia Tech access only.
After one year release worldwide only with written permission of the student and the advisory committee chair.

Abstract:

The purpose of this study is to evaluate the performance of the 5/16 in. diameter Elco Grade 8 standoff screw as a mechanical shear connector in composite joists. Standoff screws are being investigated as an alternative to welded shear studs in short span composite joists. The data and results obtained from 106 pushout tests performed on the Elco Grade 8 standoff screw are presented. The test parameters include: standoff screw height, quantity of standoff screws per deck rib, standoff screw position, slab depth, base angle thickness, deck type, and amount of transverse reinforcement.

The test results from this study are compared to those obtained in previous research performed by Hankins (1994), and the applicability of Hankins' predictive equation for the shear strength of the Elco Grade 8 standoff screw is investigated. The influences of various test parameters on the shear strength of the standoff screw are evaluated and the effects of grouping the standoff screws in the deck ribs are examined. The performance of the standoff screw in solid slab applications is also ivestigated. Predictive equations for the shear strength of the Elco Grade 8 standoff screw, based on screw-related failure modes, concrete rib failures, and longitudinal splitting of solid concrete slabs, are presented.


List of Attached Files

ABSTRACT.PDF APPX.PDF BEGINNG.PDF
CH1.PDF CH2.PDF CH3.PDF
CH4.PDF CH5.PDF REF.PDF
TITLE.PDF VITA.PDF

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