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�Title: Si n Anchora e far Ze h rhills FL Tension
<br /> Comrnet�ts Shear&Tenslon ��
<br /> "*" CONCRETE IS A MOHpLtTHIC POUR,SEE DETAtL 1@ RIGHT "•`` Shear �I
<br /> PROVIdE TENSION BREAKOU7 REINPORCING Comments �` i�
<br /> STEE�.ANCHOR VAi21ABCE5
<br /> Anchortype do hef Anchor Standard Special Fy Fut n Anchor Vert.Anc.
<br /> fs a headeti pncbar Anc.depth Head Washet Washer ps! psi #AttCfiors atignme� � Space S'! '�
<br /> Anchor diameter Size yes Sizes �gpg� vert, _
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<br /> CCiNCRETE VARtABLES
<br /> f`� Qverall Dist To Concrete Concrete Shear Anchor Refnf. C� �C.� Cq DETAIL 1
<br /> Strength Concrete ConstS� isEx�tosed weight Directtan Ha[rptn? Coad3tion T.€iQ iT,�t3 #B.Qt� �8.Of#
<br /> depth to Earth input dishance from concrete edge @ surtace
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<br /> APPLIED SERVICE REACTIONS No Hairpin (-�C3
<br /> Load Type Shear Auial Load Type Shear Auial Provided shear NOT const
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<br /> TEHSIOH MODlFICA'FION FACTORS SHEAR MODIFiGA710N FACTORS These ceils teft blank;oo Jaint abave anchors
<br /> e'nx e•Il2 `�3��e N� `�4(�a) � e'v ��(�Y�,,,) Embed Shear&Tension
<br /> Eccsntticity EcGentrIcity Un¢racked Uneracked Reinfo�eirtg Eccentricity Stirrups No Ext.=8 �Q'[ plane
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<br /> Ma�c Factored Axia!Net Tension= 28.05 M21X A¢(�11@d FdCt4!'@d V= 1.50 i-� OAQ �y Z' _
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<br /> TensloaValues ShearValues 2.o inhnum I 'jV� �'
<br /> Steet �+NS Stes) �Vs '!2Q$8 sS Dia. Idh=T �!
<br /> Breakout Q+Ncb(g) NA 6reakout +�Vcbg 40115 Lbs A LE 3
<br /> PUllOUt 4�Npn 784001.bs Breakout -�Vcbg 75570 LbS ymmetriealabout
<br /> 6lowaut d�Ns6 NA P aut �Vc 7?488 Cbs const Jo�nt
<br /> - APPLICABLE
<br /> Anchor spacin okay 3.oua°(MinSpace) No tens[on eccentMcl
<br /> Anchor ed e distancs aka 3.875"{iVltnEage) Anchor hook not used 0.008 inch hook Shear does not controt anaiysis
<br /> nchar de th oka 1a.25"Maxhe No hai in rovided No shear eccentrici
<br /> , +X)Pos e rea ons a i s ear orces n e- negeUve re on creating rea a s'sd0 o e cooc e ge Cartesian Caardinates
<br /> �poxy (-X}Negative resetions iodicate shear forces in the+X posiUve direotion creaUng breakout of the"C2"side of the concrete edge
<br /> Chapter9 Coeted�
<br /> +Y Axial
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<br /> -::�,�:1.;. ,=;_;;�,.:�0: ..: (+1�reactior�s indicate downward campression forces while(-l�r+:aetions indicate upward tenslon forces
<br /> � —""� +2 She2t +X Shear
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<br /> COMMEfi1TS
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