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14
<br />ESR-1917
<br />TA6LE 9-KB-TZ CAP,BON AND STAINLESS STEEL ALLOWABLE SEISMIC TENSION (ASD), NORMAL•YVEIGHT
<br />CRACKED CONCRETE, CONDITION B (paunds)"''
<br />G��creta Compressivc Stre�.igth'
<br />Nominai �^�m°^� Fc =1.500 psi fc � J,D00 psi Pc �= 4,000 psl Pc = 6,OOD psi
<br />Mchor pop�h h�
<br />Dlameter (In.) Carbon S�InI¢ss Garbon Stainlass Cartan Stainlrss Carbon Stainless
<br />�eteoi"\ steel siret stcel st:^I stecl stcel stml
<br />3/8 2 � 1,006/ 1,037 1,702 1,136 1,2'3 7.312 1,559 1,607
<br />2 1,065 1,212 1,167 1,328 1,349 1,533 1,651 1,879
<br />12
<br />31/4 2.178 2,207 2,386 2.418 2,755 2.792 3,a75 3,419
<br />31/8 2,081 2,081 2.280 2,280 2,632 2.632 3.224 3.224
<br />5/8 -
<br />4 3,014 2,588 3,301 2,835 3,812 3,274 4,669 4,010
<br />�4 33/4 2,736 3,594 2.997 3,937 3,460 4,546 4,238 5,568
<br />4 3/4 3,900 3,900 4,272 4,272 4,933 4,933 6,042 6,042
<br />For SI: 7 Ib1= 4A5 N, 1 psi = 0.00689 MPa For poundinch unds: 1 mm = 0,03937 inches
<br />�Values are (or single anchors vrith rw edgo distanco or spadng retludion. Fw olher rases, ralce' dion of R, as per ACI 31&-0S and wnversion
<br />lo ASD in aaortlanco with SeUion 42.1 Eq. (5) is required.
<br />'Values am !or riormal wcigh� eonoGo. For s.'vW�7'ghtwctight cmcrete, mWliply values by 0.60.
<br />'Condition 8 applies wfiere supplemenlary reinlorcerncnl in con(mnance ri�h ACI 318-OS Sedion D.4.4 is not povideA, w wher a pullout or
<br />pryout stmnglh govems. For casos where �he prnsence ol supplementary minh ticment pn be venfied, Ihe sVen�th redudioo fadors
<br />associaled vrith Condition A may bo used.
<br />TABLE 10-#CB-TZ CARBON AND STAINLESS
<br />STEEL ALLOWABLE SEISMIC SHEAR LOAD (ASD),
<br />(pounds�'
<br />Nominal Allowablo Steel Capacity, Sefsmie Shear
<br />Mchor
<br />�iamoler Carban-$teel.. Slainless Steei
<br />�
<br />3/8 ' 999 1.252
<br />1/2 2.839 3,049
<br />.U8 4,678 5,245
<br />3/4 6,313 6,477
<br />For 51: 1 Ib( = 4.45 N
<br />'Values are lor singlo anchors with no edge distance or
<br />spacing reduclion duo to wnaote failure.
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