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-4- <br /> A C�J 18�08 APPENDIX 0-A NCHOFING 70 CONCRE7E <br /> vcs�o+�< <br /> � GLS 7imzat7 � � 0238-253V <br /> M11eyer Sign WF 192665 <br /> coxcnu[excHanou�oxe�sioo+������o��er�wp�o . ____��E.�,,tr:.[s— - . <br /> Qi Basic Design Parameters: rseco.��o.i <br /> Loads: IPH rcv��cao�e�oaos Gome:natw�s m Se�t.9.z:�oaE epW�caums mai nra <br /> ' <br /> preEominantly M1,qn rycie IaUgve IX ImDstl IoaCf ue nU wvtteE.) ' <br /> Nua- 15.1 k UPinwlPFaclwMTeNieLoaO(MPa) <br /> UVa_ q fi p U�meleFac�wM S�ea�loa0(k'pe) II <br /> L ._ — � .. _ � � <br /> J] + � ..� . I <br /> '1 <br /> � � ; 1...�_ __�,. l <br /> .. '�j�` �`�j _ �, <br /> _��,...��.. ..,_._._._ <br /> QFaclorConditions.M" .. .. ,'.'..,...�._..� <br /> � <br /> Ductile • Stee�Elemenl _ ' <br /> Yes • Potential Failure Sudaces crossed by supplementary reinlorcemenl <br /> proponioned to tie pnsm into lhe stmcWral member? <br /> Headed Boll • AnchorTypc <br /> ♦ N'A.onlraooeweletoPostinY.arc]a-�%:; <br /> Yes ♦ Anchor localed in a region of concrele mem6er where analysis <br /> irdicates no cracking al service load levels?(YES=No Cracking Anlicipatetl) <br /> Yes �---- ���ors a�e ioca!ea m slvcwre asz�g�eG m Seism�c Des9^�^�eqory C.D.E.o�E(SeU.o)li <br /> Vscr musl vcrlly Ilul anchan am Ecf�9nc0 to mcct D]]A ar salisly 03.7.5 or 07.7.6 <br /> Nu�m.�i.�e��m �-- Concrele Type <br /> OSteel strength of anchor in tension: aeco.s.+i <br /> N - nAse�uta Aswmefrox[ennK�ryinDottB�ouplcamng <br /> (D•3) <br /> sa— <br /> � _ Z NumMvMAnc/u'��aGrouC �� <br /> �o,I� — <br /> 0.374 ��1 NIccIHnGasa5eclonalArouo/Anrnnr —� <br /> f,;� = 56 ksi Sneca�ealensiesAe.rgmo�a�clrorsreei <br /> (�- �6 ksi Sped�eEYm�dsbengrnolancbwsteN ����N���,� <br /> �� 0.�5 <br /> N;a= JB74 k . _. . ._ . ♦ C�?; <br /> ¢Nz= 2179 k > N�= 75.10 k • � . . . <br /> fdeyer Si�;n �'JF 132E,G5 C:\Users\�u�lic\Documents\�\0238Q53V Meyer Everetl\STd ANCHORBOlT�318�08�..xls Page No.1 of 5 <br />