_STP_1180-1993.pdf

STP 1180 Masonry:Design and Construction,Problems and Repair John M.Melander and Lynn R.Lauersdorf,editors ASTM Publication Code Number(PCN)04-011800-60 ASTM 1916 Race Street Philadelphia,PA 19103 Copyright by ASTM Intl(all rights reserved);Sun Dec 27 14:41:40 EST 2015Downloaded/printed byUniversity of Washington(University of Washington)pursuant to License Agreement.No further reproductions authorized.Library of Congress Cataloging-in-Publication Data Masonry:design and construction,problems and repair/John M.Melander and Lynn R,Lauersdorf,editors.(STP;1180)Includes bibliographical references and index.ISBN 0-8031-1492-3 1.Masonry-Congresses.I.Melander,John M.,1949-.II.Lauersdorf,Lynn R.,1937-Ill.Series:ASTM special technical publication;1180.TA670.M343 1993 693.i-dc20 93-1147 CIP Copyright?9 1993 AMERICAN SOCIETY FOR TESTING AND MATERIALS,Phil-adelphia,PA.All rights reserved.This material may not be reproduced or copied,in whole or in part,in any printed,mechanical,electronic,film,or other distribution and storage media,without the written consent of the publisher.Photocopy Rights Authorization to photocopy items for internal or personal use,or the internal or personal use of specific clients,is granted by the AMERICAN SOCIETY FOR TESTING AND MATERIALS for users registered with the Copyright Clearance Center(CCC)Transac-tional Reporting Service,provided that the base fee of$2.50 per copy,plus$0.50 per page is paid directly to CCC,27 Congress St.,Salem,MA 01970;(508)744-3350.For those organizations that have been granted a photocopy license by CCC,a separate system of payment has been arranged.The fee code for users of the Transactional Reporting Service is 0-8031-1492-3/93$2.50+.50.Peer Review Policy Each paper published in this volume was evaluated by three peer reviewers.The authors addressed all of the reviewers comments to the satisfaction of both the technical editor(s)and the ASTM Committee on Publications.The quality of the papers in this publication reflects not only the obvious efforts of the authors and the technical editor(s),but also the work of these peer reviewers.The ASTM Committee on Publications acknowledges with appreciation their dedication and contribution to time and effort on behalf of ASTM.To make technical information available as quickly as possible,the peer-reviewed papers in this publication were printed camera-ready as submitted by the authors.Printed in Fredricksburg,VA May 1993 Copyright by ASTM Intl(all rights reserved);Sun Dec 27 14:41:40 EST 2015Downloaded/printed byUniversity of Washington(University of Washington)pursuant to License Agreement.No further reproductions authorized.Foreword This publication,Masonry:Design and Construction,Problems and Repair,contains pa-pers presented at the symposium of the same name held in Miami,FL on 8 Dec.1992.The symposium was sponsored by ASTM Committees C-1 on Cement,C-7 on Lime,C-12 on Mortars for Unit Masonry,and C-15 on Manufactured Masonry Units.Lynn R.Lauersdorf,State of Wisconsin,and John M.Melander,Portland Cement Association,presided as symposium co-chairmen,and were editors of this publication.Copyright by ASTM Intl(all rights reserved);Sun Dec 27 14:41:40 EST 2015Downloaded/printed byUniversity of Washington(University of Washington)pursuant to License Agreement.No further reproductions authorized.Contents Overview-L.R.LAUERSDORF AND J.M.MELANDER ix DESIGN AND DETAIL Design and Testing to Reduce Efflorescence Potential in New Brick Masonry Walls-l.R.CHIN AND L.PETRY 3 Discussion 18 Brick Veneer Walls-Proposed Details to Address Common Air and Water Penetration Problems-R.s.PIPER AND R.J.KENNEY 22 The Influence of Horizontal Reinforcement on the Shear Performance of Concrete Masonry Wails-s.FOLTZ AND C.W.C.YANCEY 32 Economical Design of Shelf Angles-R.H.R.TIDE AND N.V.KROGSTAD 60 Interim Report on a Study to Determine Lap Splice Requirements for Reinforced Masonry-M.P.SCHULLER,M.I.HAMMONS,AND R.H.ATKINSON 75 Seismic Behavior of Unreinforced Hollow Clay Tile Infilled Frames-R.D.FLANAGAN,R.M.BENNETT,AND J.E.BEAVERS 91 INSTALLATION AND MATERIALS Compressive Strengths and Bond Strengths of Portland Cement-Lime Mortars-J.M.MELANDER AND J.T.CONWAY 105 A Study of the Compatibility of Brick and Mortar for Maximizing Masonry Bond Strength-A.T.KRAUKLIS 121 Discussion 145 Flexural Bond Strength of Concrete Masonry Prisms Using Masonry Cement Mortars-j.M.MELANDER,S.K.GHOSH,V.S.DUBOVOY,E.G.HEDSTROM,AND R.E.KLINGNER 152 Copyright by ASTM Intl(all rights reserved);Sun Dec 27 14:41:40 EST 2015Downloaded/printed byUniversity of Washington(University of Washington)pursuant to License Agreement.No further reproductions authorized.Frictional Characteristics of Clay Brick Pavers-B.E.TRIMBLE AND B.T.KULAKOWSKI 165 Laboratory Study of the Corrosion of Steel Studs and Screws used in Masonry Walls-g.J.KUDDER AND J.E.SLATER 172 Influence of Aggregate Microstructure on the Volume Stability of Lightweight Concrete Masonry-T.w.BREMNER AND D.RAE 186 Vari