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ESR-4143 I Most Widely Accepted and Trusted Page 24 of 82 Page 12 of 20
<br />TABLE 10-ALLOWABLE TENSION AND SHEAR LOADS BASED ON STEEL STRENGTH FOR THREADED RODS (pounds)' 2,3
<br />Tension
<br />Shear
<br />Anchor
<br />Diameter
<br />(inches)
<br />ISO 898
<br />Class 5.8
<br />ASTM
<br />A36
<br />ASTM
<br />A307
<br />ASTM
<br />A193 B7
<br />ASTM
<br />F593 CW
<br />(316/304)
<br />ISO 898
<br />Class 5.8
<br />ASTM
<br />A36
<br />ASTM
<br />A307
<br />ASTM
<br />A193 B7
<br />ASTM
<br />F593 CW
<br />(316/304)
<br />1/4
<br />1,175
<br />940
<br />970
<br />2,025
<br />1,620
<br />605
<br />485
<br />500
<br />1,040
<br />835
<br />5/16
<br />1,835
<br />1,470
<br />1,520
<br />3,160
<br />2,530
<br />945
<br />755
<br />780
<br />1,630
<br />1,300
<br />3/8
<br />2,640
<br />2,115
<br />2,185
<br />4,555
<br />3,645
<br />1,360
<br />1,090
<br />1,125
<br />2,345
<br />1,875
<br />1/2
<br />4,700
<br />3,755
<br />3,885
<br />8,100
<br />6,480
<br />2,420
<br />1,935
<br />2,000
<br />4,170
<br />3,335
<br />5/E
<br />7,340
<br />5,870
<br />6,075
<br />12,655
<br />10,125
<br />3,780
<br />3,025
<br />3,130
<br />6,520
<br />5,215
<br />3/4
<br />10,570
<br />8,455
<br />8,750
<br />18,225
<br />12,390
<br />5,445
<br />4,355
<br />4,505
<br />9,390
<br />6,385
<br />TABLE 11-ALLOWABLE TENSION AND SHEAR LOADS BASED ON STEEL STRENGTH FOR REINFORCING BARS (pounds)' 2,3
<br />Tension
<br />Shear
<br />Rebar Size
<br />ASTM A615, Grade 60
<br />ASTM A615, Grade 60
<br />No. 3
<br />3,270
<br />1,685
<br />No. 4
<br />5,940
<br />3,060
<br />No. 5
<br />9,205
<br />4,745
<br />No. 6
<br />13,070
<br />6,730
<br />(The following footnotes apply to both Tables 10 and 11)
<br />' Allowable load used in the design must be the lesser of bond values and tabulated steel values
<br />2 Allowable tension and shear loads for threaded rods to resist short term loads, such as wind or seismic, must be calculated in accordance with
<br />Section 4.1 as applicable.
<br />3 Allowable steel loads are based on allowable tension and shear stresses equal to 0.33 x F. and 0.17 x F., respectively.
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