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� Y 1j l���f�.i�,-�� <br /> �+IGHEST LOAD REACHED, 3850M . <br /> 0 <br /> 0 <br /> o �� <br /> _ .\ I• <br /> ✓ <br /> R� <br /> SiDING BUCKLED AT\ <br /> 1NTERiOR FASTENERS . <br /> vi <br /> O • �-+ • <br /> Z G / <br /> � n <br /> O O <br /> a <br /> M I <br /> � TEST TERMiNATED. -----'� <br /> a o�� <br /> z <br /> o • <br /> � �' "PROPORTIONAL LIMiT" <br /> a o <br /> .-. o <br /> O <br /> N <br /> � <br /> W <br /> J <br /> a <br /> a <br /> a o <br /> 0 <br /> � � �RESET JACK; ADDED SCREWS IN CENTER SiDiN6 LAP. <br /> � .. � <br /> o � <br /> � `\'FIRST TEST RUN; NO SCREWS IN CENTER LAP . <br /> 0 <br /> 0 1 2 3 4 5 <br /> DEFLECTION MEASURED ALONG DIAGONAL, INCMES . <br /> SIDING SHEAR TESi �SL►LTS <br /> NOTES : <br /> 1 . TEST CONDUCTED (N ACCORDANCE WITH MARTENS/KRATZ C ASSOCIATES <br /> SKETCH 1/1� REVISED 1-19-76 . <br /> 2 . TEST RESULTS REPORTED BY O�TO ROSENAU 6 ASSOCIATES� INC. LETTEN <br /> OF JANUARY 10� 1975. <br /> 3 . STEEL 5(DTNG: RlYNOLDS 28 GAGE CORVEE PAINTED STEEL SIDIN6, 26'� <br /> NOMINAL WIDTH; EACH lANEL FASTENED TO EACH GIRT WITH FOUR <br /> M9 X 1�" SCREWS. GIRTS AT 2 ' ON CENTERS . <br /> MAIIT[N�/ KIIATZ t A��OGIATL ~KRATZ SIDING SHEAR TEST RESUlTS 7 068 <br /> � CONSULiING LNGINiGRi � � <br /> TONN C COUNTRY ST�. BLDGS . 1/ 1 <br /> SGATTLG O'ASHINGfON M�1 _ 16521 HWY. 99 LYNNWOOD W <br /> 1 <br />