Se:tion A-A rame with Specimen installed wid r30 the c co s at the top and tor of n be es and m s e w be m and the later load resisting bean hat is 10 75h and to o士76 the n) was placed at the cente of its el e fully re 19 A307 bol p thus provid 6.0in The vided e 10 by 3 by 1/2in o disp s(described in the plat vith two tan is ad cel). e re red sh ll(Schmid t 199 ment mes ure of the e 34 The TEST PROCEDURE was (1 in the The shear walls e with on the d th ble load 2.4m9f0w16×67wide ed on wa ng the n of the 20 /s) xim The p Re the nc. un toa ximatel d bet ate Th (6.000bdo the limi of the spe bolted through the steel shim and double top plate of the spec vere reached plywoo and two OSB walls were 688/JOURNAL OF STRUCTURAL ENGINEERING/JUNE 1998 Dowloaded 05 Jan 2009 to 222.66.175.206.Redistribution subject to ASCE license or copyright see http:/pubs.as Downloaded 05 Jan 2009 to 222.66.175.206. Redistribution subject to ASCE license or copyright; see http://pubs.asce.org/copyright