|
|
|
Grade 60 All-Thread Rebar
|
|
|
|
|
|
 |
|
|
Williams All-Thread Grade 60 Rebar is a continousouly threaded bendable alternative to traditional rebar. All-Thread-Rebar can be spliced with a mechanical coupling which is capable of developing 100% of the bars tensile capacity. Williams offers bar sizes ranging from #4 to #8 with a full range of flange couplings and hex nuts. For more information please call your local Williams representative. |
|
|
 |
|
|
| Structural Properties |
| Minimum Yield |
Ultimate Tensile |
60 KSI
(413 Mpa) |
90 KSI
(621 Mpa) |
| Typical Elongation in 8" (203 mm) bar |
| 7%-9% |
|
 |
| Unique Thread Form |
|
|
|
R50 Grade 60 All-Thread Rebar
Bar Desig. &
Nominal Dia. |
Minimum
Net Area
Thru Threads |
Minimum
Ultimate
Strength |
Minimum
Yield
Strength |
Nominal
Weight |
Approx.
Thread
Major Dia. |
Part Number |
#4 - 1/2"
(12 mm) |
0.2 in2
(129 mm2) |
18 kips
(80.1 kN) |
12.0 kips
(53.4 kN) |
0.68 lbs./ft.
(1.01 Kg/M) |
5/8"
(15.9 mm) |
R50-04 |
|
#5 - 5/8"
(16 mm)
|
0.32 in2
(206 mm2)
|
27.9 kips
(124 kN)
|
19.2 kips
(85.4 kN)
|
1.09 lbs./ft.
(1.62 Kg/M)
|
3/4"
(19.1 mm)
|
R50-05
|
|
#6 - 3/4"
(20 mm)
|
0.44 in2
(284 mm2)
|
39.6 kips
(176 kN)
|
26.4 kips
(117 kN)
|
1.5 lbs./ft.
(2.36 Kg/M)
|
7/8"
(22.2 mm)
|
R50-06
|
|
#7 - 7/8"
(22 mm)
|
0.6 in2
(387 mm2)
|
54.0 kips
(240 kN)
|
36.0 kips
(160 kN)
|
2.06 lbs./ft.
(3.04 Kg/M)
|
1"
(25.4 mm)
|
R50-07
|
|
#8 - 1"
(25 mm)
|
0.79 in2
(510 mm2)
|
71.1 kips
(316 kN)
|
47.4 kips
(211 kN)
|
2.7 lbs./ft.
(3.93 Kg/M)
|
1-1/8"
(28.6 mm)
|
R50-08
|
|
|
|
|
|
|
 |
|
|
|
|
 |
|
|
|
 Williams Form Engineering Corp. All rights reserved. |
|
