Product Overview
19
Adhesives
TECHNICAL GUIDE – ADHESIVES ©2021 DEWALT – REV. F
A
NCHORS & FASTENERS
STRENGTH DESIGN (SD)
Tension Design of Steel Elements (Steel Strength)
1,2
Steel Elements - Threaded Rod and Reinforcing Bar
Nominal
Rod/Rebar
Size
(in. or No.)
ASTM A36
and ASTM
F1554
Grade 36
ASTM F1554
Grade 55
ASTM A193
Grade B7
and ASTM
F1554 Grade
105
ASTM
F593 CW
Stainless
(Types 304
and 316)
ASTM A193
Grade B8/
B8M, Class
1 Stainless
(Types 304
and 316)
ASTM A193
Grade B8/
B8M2, Class
2B Stainless
(Types 304
and 316)
ASTM A615
Grade 75
Rebar
ASTM A615
Grade 60
Rebar
ASTM A706
Grade 60
Rebar
ASTM A615
Grade 40
Rebar
ØN
sa
Tension
(lbs.)
ØN
sa
Tension
(lbs.)
ØN
sa
Tension
(lbs.)
ØN
sa
Tension
(lbs.)
ØN
sa
Tension
(lbs.)
ØN
sa
Tension
(lbs.)
ØN
sa
Tension
(lbs.)
ØN
sa
Tension
(lbs.)
ØN
sa
Tension
(lbs.)
ØN
sa
Tension
(lbs.)
3/8 or #3 3,370 4,360 7,265 5,040 3,315 5,525 7,150 7,425 6,600 4,950
1/2 or #4 6,175 7,980 13,300 9,225 6,070 10,110 13,000 13,500 12,000 9,000
5/8 or #5 9,835 12,715 21,190 14,690 9,660 16,105 20,150 20,925 18,600 13,950
3/4 or #6 14,550 18,815 31,360 18,480 14,300 23,830 28,600 29,700 26,400 19,800
7/8 or #7 20,085 25,970 43,285 25,510 19,735 32,895 39,000 40,500 36,000 -
1 or #8 26,350 34,070 56,785 33,465 25,895 43,160 51,350 53,325 47,400 -
#9 - - - - - - 65,000 67,500 60,000 -
1-1/4 or #10 42,160 54,510 90,850 53,540 41,430 69,050 82,550 85,725 76,200 -
■ - Steel Strength
1. Steel tensile design strength according to ACI 318-14 Ch.17 Appendix D,
φ
N
sa
=
φ
• A
se,N
• f
uta
2. The tabulated steel design strength in tension must be checked against the bond strength/concrete capacity design strength to determine the controlling failure mode,
the lowest load level controls.
Shear Design of Steel Elements (Steel Strength)
1,2
Steel Elements - Threaded Rod and Reinforcing Bar
Nominal
Rod/Rebar
Size
(in. or No.)
ASTM A36
and ASTM
F1554
Grade 36
ASTM F1554
Grade 55
ASTM A193
Grade B7
and ASTM
F1554 Grade
105
ASTM
F593 CW
Stainless
(Types 304
and 316)
ASTM A193
Grade B8/
B8M, Class
1 Stainless
(Types 304
and 316)
ASTM A193
Grade B8/
B8M2, Class
2B Stainless
(Types 304
and 316)
ASTM A615
Grade 75
Rebar
ASTM A615
Grade 60
Rebar
ASTM A706
Grade 60
Rebar
ASTM A615
Grade 40
Rebar
ØN
sa
Tension
(lbs.)
ØN
sa
Tension
(lbs.)
ØN
sa
Tension
(lbs.)
ØN
sa
Tension
(lbs.)
ØN
sa
Tension
(lbs.)
ØN
sa
Tension
(lbs.)
ØN
sa
Tension
(lbs.)
ØN
sa
Tension
(lbs.)
ØN
sa
Tension
(lbs.)
ØN
sa
Tension
(lbs.)
3/8 or #3 1,755 2,265 3,775 2,790 1,725 2,870 3,960 3,860 3,430 2,575
1/2 or #4 3,210 4,150 6,915 5,110 3,155 5,255 7,200 7,020 6,240 4,680
5/8 or #5 5,115 6,610 11,020 8,135 5,025 8,375 11,160 10,880 9,670 7,255
3/4 or #6 7,565 9,785 16,305 10,235 7,435 12,390 15,840 15,445 13,730 10,295
7/8 or #7 10,445 13,505 22,505 14,130 10,265 17,105 21,600 21,060 18,720 -
1 or #8 13,700 17,715 29,525 18,535 13,465 22,445 28,440 27,730 24,650 -
#9 - - - - - - 36,000 35,100 31,200 -
1-1/4 or #10 21,920 28,345 47,240 29,655 21,545 35,905 45,720 44,575 39,625 -
■ - Steel Strength
1. Steel shear design strength according to ACI 318-14 Ch.17 Appendix D,
φ
V
sa
=
φ
• 0.60 • A
se,V
• f
uta
2. The tabulated steel design strength in shear must be checked against the bond strength/concrete capacity design strength to determine the controlling failure mode, the lowest
load level controls.