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�r , . . <br /> � <br /> � iif�� i ; ��1T�OO�D T f � <br /> � i�l��i i ' i;—'�_1T�1��%1'°,1�7 <br /> � � �� � ; CONSULTING ENG:\iEi:S <br /> - � � <br /> , , , <br /> _ I �� - ----- -- - _ _ --- _ - <br /> �--T I ; I wcs io:� shn�.�o� av��uc <br /> � ' ' <br /> � ; 5?OKANE. WASHiIM1GTO�V �J�20� <br /> � ����_-_:J� ) TELEPHOYE • :+0�-�37•ti656 <br /> �``_ <br /> June 30, 1971 <br /> ;:r. L'. S. Can:eron <br /> 117 r'orih Third Strcet <br /> Ya:.i�ra, �;'ashington 9::�J01 <br />' itl:: SILVL'I�Le1Iw 51:OPP�G C:.?i';`�P - �i:CPS ;tiIi.DLtiG <br /> Iteinforcing in continuous ssa11 �ootings <br /> r <br /> llear ;Ir. Cameron: <br />} The need for tZ�ro lonoiiudinal reinforcin� b4rs in continuous �:a11 footir;;s <br />� '� ' �� is cnnecessaiy. As long as there are coniinuous horizontai bars, 1op an�i <br /> Uo�toc�, in the 2� - 0° (ninimun) high footing i:a11 zbove tne foo:ing, any <br /> added reinforce�ent in the footiag is superflous. <br /> r <br /> The footings in question on this projeci .are sunportin� non-bcarias i:a11.s fo� <br /> all intent� and purposes and any bending stresses calculable in these footings <br /> are negli�ible. <br />� Should any additional information be reqci:ed, please ca11. <br /> Sincerely, <br /> '',.�-.�/J %i' /.y'"`�i%==�""� <br /> ' J <br /> C. iL Hinzman <br /> C�;H�la <br /> �c. 2 <br /> . � <br /> � <br /> I <br /> i <br />