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Page 10 of 14 ESR-1917
<br /> TABLE 7-KB-TZ CARBON AND STAINLESS STEEL ALLOWABLE STATIC TENSION(ASD),NORMAL-WEIGHT
<br /> CRACKED CONCRETE, CONDITION B(pounds)'x Z
<br /> Concrete Compressive Strength'
<br /> Nominal Embedment fc=2,500 psi fc=3,000 psi fc=4,000 psi fc=6,000 psi
<br /> Anchor Depth ho
<br /> Diameter (in.) Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless
<br /> steel steel steel steel steel steel steel steel
<br /> 3/8 2 1,054 1,086 1,155 1,190 1,333 1,374 1,633 1,683
<br /> 2 1,116 1,476 1,223 1,617 1,412 1,868 1,729 2,287
<br /> 1/2
<br /> 31/4 2,282 2,312 2,500 2,533 2,886 2,925 3,535 3,582
<br /> 31/8 2,180 2,180 2,388 2,388 2,758 2,758 3,377 3,377
<br /> 5/e
<br /> 4 3,157 2,71-1 3,458 2,970 3,994 3,430 4,891 4,201
<br /> 314 33/4 2,866 3,765 3,139 4,125 3,625 4,763 4,440 5,833
<br /> 4314 4,085 4,085 4,475 1 4,475 5,166 5,168 6,329 6,329
<br /> For SI: 1 Ibf=4.45 N, 1 psi=0.00689 We For pound-inch units: 1 mm=0.03937 inches
<br /> 'Values are for single anchors with no edge distance or spacing reduction. For other cases,calculation of Ra as per ACI 318-05 and
<br /> conversion to ASD in accordance with Section 4.2.1 Eq.(5)is required.
<br /> Values are for normal weight concrete.For sand-lightweight concrete,multiply values by 0.60.
<br /> 'Condition B applies where supplementary reinforcement in conformance with ACI 318-05 Section 0.4.4 is not provided,or where pullout or
<br /> pryout strength governs.For cases where the presence of supplementary reinforcement can be verified,the strength reduction factors
<br /> associated with Condition A may be used.
<br /> TABLE 8-KB-TZ CARBON AND STAINLESS
<br /> STEEL ALLOWABLE STATIC SHEAR LOAD(ASD),
<br /> (pounds)'
<br /> Nominal Allowable Steel Capacity,Static Shear
<br /> Anchor
<br /> Diameter Carbon Steel Stainless Steel
<br /> 3/8 1,669 2,661
<br /> 1/2 2.974 3,194
<br /> 5/8 4,901 5,495
<br /> 3/4 1 7,396 9,309
<br /> For St 1 Ibf=4.45 N
<br /> 'Values are for single anchors with no edge distance or
<br /> spacing reduction due to concrete failure.
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