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INK'M
<br />Attachment D
<br />APPENDIX B: Strength Design Performance values in accordance to 2006 IBC
<br />�i irr 5= PULLOUTSTRENGTH (Nn srnA (POUNDS)'
<br />Trubolt®
<br />--
<br />Nominal Anchor
<br />Diameter (in,)
<br />-
<br />Effective
<br />Embedment Depth (in.)
<br />-
<br />f c = 2,500 psi
<br />n
<br />Concrete Com ssiveStrengt
<br />f'c = 3 000si Cc = 4,000 psi
<br />vveageAnchors
<br />f'c = 6 500 psi
<br />114
<br />1-1/2
<br />1,392
<br />1,525 1,610
<br />1,822
<br />1 1,706 1,869 1,947
<br />2 151
<br />318
<br />1-3/4
<br />2198
<br />2,408 1,621
<br />3153
<br />2-5/8 1,524 1,664 1,729
<br />2-5/8
<br />3,469
<br />3,800 3,936
<br />4115
<br />112
<br />1-7/8
<br />2,40
<br />2,629 3J 72
<br />4 520
<br />1-112
<br />3-3/8
<br />4,168
<br />4,510 4,520
<br />4,520
<br />518
<br />2-1/2
<br />4,155
<br />4,155 4 376
<br />5,578
<br />5 381
<br />4
<br />6,638
<br />6,90D 7,968
<br />10,157
<br />314
<br />3-1/2
<br />8,0 1
<br />8 322 9,610
<br />12,251
<br />4-3/4 10561 10,561 10,561
<br />12,251
<br />For 5I: I inch = 25.4 mm, t ibi = 4.43 N, i psi = u.0u6a95 Mpa
<br />1 Values are for single anchors with no edge distance or spacing reduction.
<br />ANCHOR ALLOWABLE STATIC TENSION (ASD), NORMAL -WEIGHT UNCRACKED CONCRETE 1-6
<br />Nominal Anchor
<br />Diameter (in.)
<br />Effective
<br />Embedment Depth (in.)
<br />ft = 2,500 psi
<br />ren
<br />Concrete Com siveStrenqth
<br />f c = 3,000 psi f'c = 4 000 si
<br />f c = 6,500 psi
<br />1/4
<br />1.1/2
<br />611
<br />670 707
<br />800
<br />1 749 821 855
<br />945
<br />3/8
<br />1-3/4
<br />965
<br />1,058 1 151
<br />138
<br />2-5/8 1,524 1,664 1,729
<br />1878
<br />112
<br />1-7/8
<br />1,054
<br />1,155 1,393
<br />11985
<br />3-3/8 -1131 1,985 1 985
<br />1965
<br />5/8
<br />1-112
<br />1,825
<br />1,825 1922
<br />1450
<br />4 2,915 3 030 3,499
<br />4 461
<br />3/4
<br />3-1/2
<br />3,527
<br />3,65S 4 221
<br />5 381
<br />4-3/4 4,638 4,638 4 638
<br />5 381
<br />For SL 1 inch = 25.4 mm,1 Ibf = 4.45 N,1 psi 0.006695 Mpa
<br />Design Assumptions:
<br />Single anchorwith static tension loadonty.
<br />' Concrete determined to remain untracked for the life of the anchorage.
<br />' Load combinations from 200618(, Sections 1605.1.1 and 16053,11 (no seismic loading).
<br />' Thirty percent dead load and 70 percent live load, controlling load combination 1.20 + 1.61.
<br />' Calculation of weighted average: 1.20+ 1.61.=1.2 (0.3)+ 1.6 (0.7) =1.48
<br />' Values do not Include edge distance or spacing reductions.
<br />ANCHOR ALLOWABLE STATIC SHEAR (ASD), STEEL (POUNDS)"
<br />Nominal Anchor Diameter in.
<br />Effective Embedment Depth in.
<br />Allowable Steel Capacly, Static Shear
<br />1/4
<br />1-1/2
<br />628
<br />3/8
<br />1-3/4
<br />1,307
<br />2-5/8
<br />1,S33
<br />1/2
<br />1-7/8
<br />1,954
<br />3-3/8
<br />2,804
<br />5/8
<br />2-1/2
<br />2,655
<br />4
<br />4,467
<br />3/4
<br />3.112
<br />4,827
<br />4-314
<br />6,601
<br />For 51:1 inch = 25.4 mm, i Ibf = 4.45 N,1 psi = 0.006895 Mpa
<br />Design Assumptions:
<br />Single anchor with static shear load only.
<br />Load combinations from 200618C, Sections 1605.2.1 and 1605.3.1 (no seismic loading).
<br />Thirty percent dead load and 70 percent live load, controlling load combination 1.20+ 1.61.
<br />' Calculation of weighted average:1.20 + 1.61.-1.2 (0.3) + 1.6 (0.7) =1.48
<br />' Values do not include edge distance or spacing reductions.
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