Nitrostud 25, 20, 30 & 33


EB Metal is proud to introduce NITROSTUD 25, 20, 30 & 33 as new drywall framing options. NITROSTUD is a lighter yet stronger, nonstructural stud, engineered and tested to the highest industry standards. As with all of our products, NITROSTUD is manufactured with mill certified, primed steel and true galvanized coatings.

NITROSTUD 25, 20, 30 and 33 are consistent with the following test models: A ASTM 1003, ASTM C 645, ASTM C 754, ASTM E 119, ASTM E 72.

nitrostud-lip

ADVANTAGES:

  • – EB Metal has incorporated our NITROSTUD profile to increase performance of our complete interior stud line.
  • – With a design thickness of .186, NITROSTUD 25 is the thickest 25ga in the market.
  • – With a design thickness of .021, NITROSTUD 20 is the thickest EQ 20 member in the market.
  • – NITROSTUD 20 (50KSI) balances the requirements of the contractor, architect and engineers while providing an product that is easier to handle and cut in the field.
  • – Patent Pending under the name duly registered in Canada and USA EB-NITRO-EQ-17 and EQ-EB-NITRO-20

 

 

 

 

 

 

 

Section Properties

 

NITROSTUD 25 Stud Section Properties Table

Table Notes

  1. Calculated properties are based on AISI S100-07, North American Specification for the Design of Cold-Formed Steel Structural Members.
  2. The centerline bend radius is based upon inside corner radii shown in thickness chart.
  3. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2.
  4. Tabulated gross properties, including torsional properties, are based upon full-unreduced cross section of the studs, away from punchouts.
  5. For deflection calculations, use the effective moment of inertia.
  6. Allowable moment includes cold-work of forming.
  7. For the steels that have both 33 and 50 ksi listing, if the design is based upon 50 ksi, the 50 ksi steel needs to be specified. (example: 3625 S137 16-50 (50 ksi)).
  8. Webare ignored.depth for track sections is equal to the nominal height plus 2 times the design thickness plus the bend radius. Hems on non-structural track sections.

NITROSTUD 25 Stud Section Properties

 

Effective Properties Gross Properties Torsional Properties
Member Depth (in) Design Thickness (in) Yield (KSI) Mr (k-in) Ae (in2) Vr (kips) Sxe(t) (in3) Sxe(b) (in3) Lxe (in4) Area (in) Ix (in4) Sx (in3) Rx (in) Iy (in4) Sy (in3) Ry (in) Jx10 3(in4) CW (in6) Ro (in) xo
162S125-18 1-5/8″ 0.0186 33 0.6992 0.0503 0.251 0.0394 0.0292 0.0269 0.0731 0.034 0.042 0.678 0.014 0.0178 0.436 <0.007/td> 0.0075 1.2573 0.965
250S125-18 2-1/2″ 0.0186 33 1.3277 0.0521 0.3163 0.0658 0.0506 0.0694 0.0872 0.0852 0.0703 0.9889 0.0158 0.0184 0.4252 0.0084 0.0183 1.3666 0.8419
362S125-18 3-5/8″ 0.0186 33 1.7082 0.059 0.2075 0.1175 0.0906 0.1858 0.1101 0.2214 0.1219 1.4182 0.0189 0.0212 0.4145 0.0106 0.0505 1.6539 0.7431
400S125-18 4″ 0.0186 33 1.7259 0.053 0.1718 0.125 0.0889 0.204 0.1127 0.2585 0.1317 1.5147 0.0179 0.0193 0.3989 0.0109 0.0534 1.711 0.6985
600S125-18 6″ 0.0186 33 2.6287 0.0446 0.1063 0.2215 0.1399 0.5081 0.1467 0.6915 0.2334 2.1715 0.0196 0.0198 0.3659 0.0141 0.1352 2.274 0.5673
NITROSTUD 20 Stud Section Properties Table

Table Notes

  1. Calculated properties are based on AISI S100-07, North American Specification for the Design of Cold-Formed Steel Structural Members.
  2. The centerline bend radius is based upon inside corner radii shown in thickness chart.
  3. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2.
  4. Tabulated gross properties, including torsional properties, are based upon full-unreduced cross section of the studs, away from punchouts.
  5. For deflection calculations, use the effective moment of inertia.
  6. Allowable moment includes cold-work of forming.
  7. For the steels that have both 33 and 50 ksi listing, if the design is based upon 50 ksi, the 50 ksi steel needs to be specified. (example: 3625 S137 16-50 (50 ksi)).
  8. Webare ignored.depth for track sections is equal to the nominal height plus 2 times the design thickness plus the bend radius. Hems on non-structural track sections.

NITROSTUD 20 Stud Section Properties

 

Effective Properties Gross Properties Torsional Properties
Member Depth (in) Design Thickness (in) Yield (KSI) Mr (k-in) Ae (in2) Vr (kips) Sxe(t) (in3) Sxe(b) (in3) Lxe (in4) Area (in) Ix (in4) Sx (in3) Rx (in) Iy (in4) Sy (in3) Ry (in) Jx10 3(in4) CW (in6) Ro (in) xo
162S125-21 1-5/8″ 0.021 50 KSI 1.51 0.0604 0.4624 0.4730 0.0344 0.0319 0.089 0.041 0.051 0.674 0.0167 0.0211 0.433 0.0131 0.0089 1.249 -0.9588
250S125-21 2-1/2″ 0.021 50 KSI 2.70 0.0625 0.5941 0.0794 0.0601 0.0828 0.107 0.103 0.085 0.984 0.0190 0.0222 0.422 0.0157 0.0218 1.360 -0.8379
362S125-21 3-5/8″ 0.021 50 KSI 4.78 0.0696 0.3873 0.1420 0.1063 0.2204 0.135 0.269 0.149 1.413 0.0229 0.0256 0.412 0.0020 0.0606 1.647 -0.7393
400S125-21 4″ 0.021 50 KSI 4.78 0.0637 0.3250 0.1515 0.1061 0.2447 0.138 0.315 0.161 1.509 0.0217 0.0233 0.396 0.0203 0.0640 1.706 -0.6895
600S125-21 6″ 0.021 50 KSI 6.53 0.0535 0.2011 0.2691 0.1674 0.6111 0.180 0.844 0.285 2.165 0.0238 0.0240 0.363 0.0265 0.1627 2.266 -0.0563
NITROSTUD 30 Stud Section Properties Table

NITROSTUD 30 Stud Section Properties

NITROSTUD 33 Stud Section Properties Table

NITROSTUD 33 Stud Section Properties

NITROSTUD 25 Track Section Properties Table

NITROSTUD 25 Track Section Properties

NITROSTUD 20 Track Section Properties Table

NITROSTUD 20 Track Section Properties

 

EFFECTIVE GROSS TORSIONAL
Member DEPTH (in) Mr (kip.in) Ae (in2) Vr (kips) Sxe(t)
(in3)
Sxe(b)
(in3)
Ixe (in4) DESIGN THICKNESS (in) YIELD
(ksi)
Area (in2) Ix (in4) Sx (in3) rx (in) Iy (in4) Sy (in3) ry (in) Jx103
(in4)
Cw (in6) ro (in) xo (in)
162T125-21 mil 1-5/8″ 1.2560 0.060 0.2562 0.0410 0.028 0.02 0.021 50 0.089 0.032 0.045 0.398 0.0142 0.0179 0.398 0.0131 0.0068 1.044 -0.75
250T125-21mil 2-1/2″ 2.4670 0.067 0.5941 0.0730 0.055 0.07 0.021 50 0.108 0.095 0.082 0.938 0.0149 0.0180 0.372 0.0158 0.0189 1.165 -0.58
362T125- 21 mil 3-5/8″ 4.1423 0.068 0.4205 0.1274 0.092 0.18 0.021 50 0.131 0.236 0.138 1.342 0.0155 0.0181 0.344 0.0193 0.0436 1.463 -0.47
400T125-21 mil 4″ 4.6968 0.068 0.3658 0.1470 0.104 0.23 0.021 50 0.139 0.301 0.158 1.472 0.0157 0.0181 0.336 0.0205 0.0541 1.573 -0.44
600T125-21 mil3 6″ 7.6590 0.069 0.2160 0.2667 0.170 0.60 0.021 50 0.181 0.827 0.285 2.136 0.0163 0.0181 0.300 0.0266 0.1308 2.185 -0.34
250T200-21mil4 2-1/2″ 2.6155 0.067 0.5941 0.1023 0.058 0.09 0.021 50 0.139 0.136 0.118 0.988 0.0558 0.0433 0.634 0.0205 0.0633 1.703 -1.23
362T200-21mil4 3-5/8″ 4.2860 0.068 0.4205 0.1695 0.095 0.21 0.021 50 0.163 0.328 0.191 1.420 0.0603 0.0444 0.609 0.0239 0.1499 1.877 -1.07
400T200- 21 mil4 4″ 4.8470 0.064 0.3658 0.1939 0.108 0.26 0.021 50 0.171 0.414 0.218 1.558 0.0615 0.0447 0.600 0.0251 0.1877 1.958 -1.02
600T200-21 mil3,4 6″ 7.8496 0.069 0.2160 0.3383 0.174 0.67 0.021 50 0.213 1.091 0.376 2.265 0.0665 0.0458 0.559 0.0313 0.4709 2.484 -0.85
362T300-21mil4 3-5/8″ 4.3644 0.068 0.4205 0.2263 0.097 0.23 0.021 50 0.205 0.450 0.262 1.483 0.1879 0.0958 0.958 0.0301 0.4413 2.623 -1.94
400T300- 21 mil4 4″ 4.9280 0.068 0.3658 0.2573 0.110 0.29 0.021 50 0.213 0.565 0.297 1.630 0.1927 0.0968 0.952 0.0313 0.5542 2.665 -1.88
600T300-21 mil3,4 6″ 7.9521 0.069 0.2160 0.4360 0.177 0.73 0.021 50 0.255 1.442 0.497 2.380 0.2134 0.1008 0.916 0.0374 1.4095 3.030 -1.64

 

Notes:
3) Stud section exceeds web depth-to-thickness ratio of 200
4) Stud section exceeds flange depth-to-thickness ratio of 60

NITROSTUD 30 Track Section Properties Table

NITROSTUD 30 Track Section Properties

NITROSTUD 33 Track Section Properties Table

NITROSTUD 33 Track Section Properties

 

**Testing by STAR Structural Testing and Research Inc and MTE