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SHEAR WALL SILL PLATE ANCHORAGE Anchor Fastening Technical Guide, Edition 19
<br /> DESIGN DATA IN CONCRETE PER ACI 318
<br /> ACI 318-14 Chapter 17 design
<br /> The load values contained in this section are Hilti Simplified Design Tables.The load tables in this section were developed using
<br /> the Strength Design parameters and variables of ESR-1917 and the equations within ACI 318-14 Chapter 17. For a detailed
<br /> explanation of the Hilti Simplified Design Tables, refer to section 3.1.8. Data tables from ESR-1917 are not contained in this
<br /> section, but can be found at www.icc-es.org or at www.hilti.com.
<br /> Table 3 - Hilti KWIK Bolt TZ carbon steel design strength with concrete/pullout failure in uncracked concrete'2,3,4,5
<br /> Nominal Tension- N Shear- V
<br /> anchor Effective Nominal
<br /> diameter embed. embed. f'�=2,500 psi f'�=3,000 psi f'�=4,000 psi f' =6,000 psi f'�=2,500 psi f'�=3,000 psi f'�=4,000 psi f' =6,000 psi
<br /> in. in.(mm) in.(mm) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN)
<br /> 1-1/2 1-13/16 1,185 1,300 1,500 1,835 1,545 1,690 1,950 2,390
<br /> (38) (46) (5.3) (5.8) (6.7) (8.2) (6.9) (7.5) (8.7) (10.6)
<br /> 3/8 2 2-5/16 1,635 1,790 2,070 2,535 2,375 2,605 3,005 3,680
<br /> (51) (59) (7.3) (8.0) (9.2) (11.3) (10.6) (11.6) (13.4) (16.4)
<br /> 2-3/4 3-1/16 2,670 2,925 3,380 4,140 7,660 8,395 9,690 11,870
<br /> 70 78 11.9 13.0 15.0 18.4 34.1 37.3 43.1 52.8
<br /> 2 2-3/8 2,205 2,415 2,790 3,420 2,375 2,605 3,005 3,680
<br /> 1/2 (51) (60) (9.8) (10.7) (12.4) (15.2) (10.6) (11.6) (13.4) (16.4)
<br /> 3-1/4 3-5/8 3,585 3,925 4,535 5,555 9,845 10,785 12,450 15,250
<br /> (83) (91) (15.9) (17.5) (20.2) (24.7) (43.8) (48.0) (55.4) (67.8)
<br /> 3-1/8 3-9/16 4,310 4,720 5,450 6,675 9,280 10,165 11,740 14,380
<br /> 5/8 (79) (91) (19.2) (21.0) (24.2) (29.7) (41.3) (45.2) (52.2) (64.0)
<br /> 4 4-7/16 5,945 6,510 7,520 9,210 13,440 14,725 17,000 20,820
<br /> (102) (113) (26.4) (29.0) (33.5) (41.0) (59.8) (65.5) (75.6) (92.6)
<br /> 3-1/4 3-13/16 4,570 5,005 5,780 7,080 9,845 10,785 12,450 15,250
<br /> 83 97 20.3 22.3 25.7 31.5 43.8 48.0 55.4 67.8
<br /> 3/4 3-3/4 4-5/16 5,380 5,895 6,810 8,340 12,200 13,365 15,430 18,900
<br /> 95 110 23.9 26.2 30.3 37.1 54.3 59.5 68.6 84.1
<br /> 4-3/4 5-9/16 6,940 7,605 8,780 10,755 17,390 19,050 22,000 26,945
<br /> (121) (142) (30.9) (33.8) (39.1) (47.8) (77.4) (84.7) (97.9) (119.9)
<br /> Table 4- Hilti KWIK Bolt TZ carbon steel design strength with concrete/pullout failure in cracked concrete''2,3,4,5
<br /> Nominal Tension- N Shear- V
<br /> anchor Effective Nominal
<br /> diameter embed. embed. f'�=2,500 psi f'�=3,000 psi f'�=4,000 psi f'�=6,000 psi f'�=2,500 psi f'�=3,000 psi f'�=4,000 psi f' =6,000 psi
<br /> in. in.(mm) in.(mm) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN)
<br /> 1-1/2 1-13/16 860 940 1,085 1,330 1,095 1,195 1,385 1,695
<br /> (38) (46) (3.8) (4.2) (4.8) (5.9) (4.9) (5.3) (6.2) (7.5)
<br /> 3/8 2 2-3/8 1,565 1,710 1,975 2,420 1,685 1,845 2,130 2,605
<br /> (51) (60) (7.0) (7.6) (8.8) (10.8) (7.5) (8.2) (9.5) (11.6)
<br /> 2-3/4 3-1/8 2,050 2,245 2,595 3,175 5,425 5,945 6,865 8,405
<br /> 70 79 9.1 10.0 11.5 14.1 24.1 26.4 30.5 37.4
<br /> 2 2-3/8 1,565 1,710 1,975 2,420 1,685 1,845 2,130 2,605
<br /> 1/2 51 (60) (7.0) (7.6) (8.8) (10.8) (7.5) (8.2) 9.5 (11.6)
<br /> 3-1/4 3-5/8 3,195 3,500 4,040 4,950 6,970 7,640 8,820 10,800
<br /> (83) (91) (14.2) (15.6) (18.0) (22.0) (31.0) (34.0) (39.2) (48.0)
<br /> 3-1/8 3-9/16 3,050 3,345 3,860 4,730 6,575 7,200 8,315 10,185
<br /> 5/8 (79) (91) (13.6) (14.9) (17.2) (21.0) (29.2) (32.0) (37.0) (45.3)
<br /> 4 4-7/16 4,420 4,840 5,590 6,845 9,520 10,430 12,040 14,750
<br /> (102) (113) (19.7) (21.5) (24.9) (30.4) (42.3) (46.4) (53.6) (65.6)
<br /> 3-1/4 3-13/16 3,235 3,545 4,095 5,015 6,970 7,640 8,820 10,800
<br /> 83 97 14.4 15.8 18.2 22.3 31.0 34.0 39.2 48.0
<br /> 3/4 3-3/4 4-5/16 4,010 4,395 5,075 6,215 8,640 9,465 10,930 13,390
<br /> 95 110 17.8 19.5 22.6 27.6 38.4 42.1 48.6 59.6
<br /> 4-3/4 5-9/16 5,720 6,265 7,235 8,860 12,320 13,495 15,585 19,085
<br /> (121) (142) (25.4) (27.9) (32.2) (39.4) (54.8) (60.0) (69.3) (84.9)
<br /> 1 See section 3.1.8 to convert design strength value to ASD value.
<br /> 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted.
<br /> 3 Apply spacing,edge distance,and concrete thickness factors in tables 7 to 14 as necessary. Compare to the steel values in table 4.
<br /> The lesser of the values is to be used for the design.
<br /> 4 Tabular values are for normal weight concrete only.For lightweight concrete multiply design strength by A.as follows:
<br /> for sand-lightweight,A.=0.68;for all-lightweight,k =0.60
<br /> 5 Tabular values are for static loads only.Seismic design is not permitted for uncracked concrete.For seismic tension loads,multiply cracked concrete tabular
<br /> values in tension only by a,,,.,,=0.75.
<br /> No reduction needed for seismic shear.See section 3.1.8 for additional information on seismic applications.
<br /> Anchor Fastening Technical Guide Edition 19 13.0 ANCHORING SYSTEMS 1 3.3.5 KWIK BOLT TZ EXPANSION ANCHOR 289
<br /> Hilti,Inc.(U.S.)1-800-879-8000 1 en espanol 1-800-879-5000 1 www.hilti.com I Hilti(Canada)Corporation I www.hilti.com 1 1-800-363-4458
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