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SECONDARY FRAMING TABLE OF CONTENTS Secondary Framing.....................................................2 “Z” Section Properties ...................................................3 “C” Section Properties...................................................4 “S” Section Properties ...................................................5 “Z” Roof Purlins ........................................................6 “Z” Wall Girts ..........................................................7 “Z” Wall Girts (Inset/Flush)...........................................7 “Z” Wall Girts (Bypass Bolted Clips) ...................................8 “Z” Wall Girts (Bypass Welded Clips) ..................................9 Open Web Roof/Mezzanine Joists........................................10 ClearBay® Bridging: ..............................................10 Open-Web Welded Joists ..........................................11 Open-Web All Bolted Joists .........................................12 Open Web Bolted Joist Detail (Continued) .............................13 Cold-Formed Box Beams...............................................14 Standard Purlin Spacing ................................................15 Standard Purlin Spacing (Gable Building) ..............................15 Standard Purlin Spacing (Single Slope Building).........................16 Standard Girt Spacing..................................................17
4.3.1
SECONDARY FRAMING
1. Standard Secondary Framing consists of Cold Formed “Z” shaped roof purlins and wall girts. “C” shaped wall girts may be used for framed openings and other special applications. 2. “Z” and “C” members are shop punched for simple field bolted connections. 3. “Z” and “C” members are available in 8, 10, or 12 inch depths. Consult the engineering team for specifics. 4. Optional Open-Web joists are available for wide bay applications with spans over 35 feet, and for mezzanine applications. 5. All section properties listed in this section were determined using the AISI North American Specification for the Design of Cold-Formed Steel Structural Members (AISI S100), Latest Edition. Any use of these properties for design should also be completed utilizing the required AISI S100 provisions. 6. As a standard, all bypass roof purlins and wall girts will utilize a shop welded clip. Bolted clips are also available. Some Nucor Divisions may offer welded clips for inset or flush girts. Contact your NBS Division for availability. LAST REVISION DATE: 03/10/15 BY: AAJ CHK: MDK
DETAIL NAME IF APPLICABLE SF0010PE.DWG
4.3.2
“Z” SECTION PROPERTIES Section Designation
D (in.)
B (in.)
Nominal t (in.)
Design Wt. (plf)
Gross Ix (in4)
Effective Sx (in3)
Ma (in-kip)
08 Z 054 08 Z 060 08 Z 067 08 Z 075 08 Z 089 08 Z 099 08 Z 105
8.00 8.00 8.00 8.00 8.00 8.00 8.00
2.50 2.50 2.50 2.50 2.50 2.50 2.50
0.054 0.060 0.067 0.075 0.089 0.099 0.105
2.65 2.94 3.29 3.68 4.36 4.85 5.15
7.522 8.343 9.297 10.383 12.269 13.606 14.404
1.605 1.898 2.134 2.464 3.067 3.402 3.601
ASD 52.850 62.518 70.268 81.158 101.020 112.030 118.600
10 Z 060 10 Z 067 10 Z 075 10 Z 089 10 Z 099 10 Z 105 10 Z 120
10.00 10.00 10.00 10.00 10.00 10.00 10.00
2.50 2.50 2.50 2.50 2.50 2.50 2.50
0.060 0.067 0.075 0.089 0.099 0.105 0.120
3.35 3.74 4.19 4.97 5.53 5.86 6.70
14.155 15.782 17.635 20.860 23.152 24.522 27.930
2.353 2.774 3.355 4.172 4.630 4.904 5.586
77.500 91.351 110.480 137.400 152.500 161.520 183.970
116.480 137.300 166.060 206.520 229.200 242.760 276.500
12 Z 075 12 Z 089 12 Z 099 12 Z 105 12 Z 120
12.00 12.00 12.00 12.00 12.00
3.50 3.50 3.50 3.50 3.50
0.075 0.089 0.099 0.105 0.120
5.21 6.18 6.87 7.29 8.33
32.685 38.691 42.963 45.519 51.883
4.048 5.350 6.246 6.704 8.049
133.330 176.200 205.700 220.800 265.070
200.390 264.830 309.160 331.870 398.400
LAST REVISION DATE: 03/10/15 BY: AAJ CHK: MDK
DETAIL NAME IF APPLICABLE SF0020PE.DWG
LSD 79.434 93.965 105.610 121.980 151.830 168.370 178.250
4.3.3
“C” SECTION PROPERTIES Section Designation
D (in.)
B (in.)
Nominal t (in.)
Design Wt. (plf)
Gross Ix (in4)
Effective Sx (in3)
Ma (in-kip)
08 C 060 08 C 067 08 C 075 08 C 089 08 C 099 08 C 105
8.00 8.00 8.00 8.00 8.00 8.00
2.75 2.75 2.75 2.75 2.75 2.75
0.060 0.067 0.075 0.089 0.099 0.105
2.94 3.29 3.68 4.36 4.85 5.15
8.393 9.351 10.440 12.330 13.669 14.467
1.759 2.033 2.313 2.924 3.318 3.557
ASD 57.928 66.944 76.182 96.287 109.270 117.150
10 C 060 10 C 067 10 C 075 10 C 089 10 C 099 10 C 105
10.00 10.00 10.00 10.00 10.00 10.00
2.75 2.75 2.75 2.75 2.75 2.75
0.060 0.067 0.075 0.089 0.099 0.105
3.35 3.74 4.19 4.97 5.53 5.86
14.218 15.850 17.707 20.938 23.231 24.601
2.176 2.599 3.139 3.980 4.514 4.839
71.655 85.585 103.390 131.060 148.660 159.360
LAST REVISION DATE: 03/10/15 BY: AAJ CHK: MDK
DETAIL NAME IF APPLICABLE SF0030PE.DWG
LSD 87.066 100.620 114.500 144.720 164.240 176.080 107.700 128.630 155.390 196.980 223.440 239.520
4.3.4
“S” SECTION PROPERTIES Section Designation
D (in.)
B (in.)
Nominal t (in.)
Design Wt. (plf)
Gross Ix (in4)
Effective Sx (in3)
Ma (in-kip)
08 S 075 08 S 089 08 S 099 08 S 105 08 S 120
8.00 8.00 8.00 8.00 8.00
3.625 3.625 3.625 3.625 3.625
0.075 0.089 0.099 0.105 0.120
4.19 4.97 5.53 5.87 6.71
12.684 14.980 16.605 17.575 19.981
2.592 3.169 3.593 3.872 4.673
ASD 85.362 104.380 118.340 127.520 153.890
12 S 075 12 S 089 12 S 099 12 S 105 12 S 120
12.00 12.00 12.00 12.00 12.00
3.625 3.625 3.625 3.625 3.625
0.075 0.089 0.099 0.105 0.120
5.21 6.18 6.87 7.29 8.33
32.598 38.573 42.818 45.357 51.673
4.051 5.379 6.278 6.747 8.083
133.430 177.140 206.760 222.210 266.200
LAST REVISION DATE: 03/10/15 BY: AAJ CHK: MDK
DETAIL NAME IF APPLICABLE SF0040PE.DWG
LSD 128.300 156.880 177.870 191.660 231.300 200.540 266.240 310.760 333.980 400.100
4.3.5
“Z” ROOF PURLINS
NOTES: 1) ALL PURLIN CONNECTIONS UTILIZE ½” DIAMETER BOLTS. 2) “Z” PURLINS HAVE SYMMETRICAL FLANGES FOR EASE OF ERECTION. 3) “Z” PURLINS ARE ECONOMICAL FOR SPANS UP TO AND INCLUDING 40 FEET.
LAST REVISION DATE: 08/06/04 BY: KMC CHK: RJF
DETAIL NAME IF APPLICABLE AG0001.DWG
4.3.6
“Z” WALL GIRTS “Z” WALL GIRTS (INSET/FLUSH)
LAST REVISION DATE: 02/09/01 BY: CDM CHK: RJF
DETAIL NAME IF APPLICABLE SF0050PE.DWG
4.3.7
“Z” WALL GIRTS (BYPASS BOLTED CLIPS)
LAST REVISION DATE: 08/06/04 BY: KMC CHK: RJF
DETAIL NAME IF APPLICABLE SF0060PE.DWG
4.3.8
“Z” WALL GIRTS (BYPASS WELDED CLIPS)
LAST REVISION DATE: 08/06/04 BY: KMC CHK: RJF
DETAIL NAME IF APPLICABLE SF0065PE.DWG
4.3.9
OPEN WEB ROOF/MEZZANINE JOISTS CLEARBAY® BRIDGING:
Providing spacious bays of up to 60’, ClearBay® is the roof joist system incorporating the Nucor CFR™, VR16 IITM Vertical Rib, and Insulated Roof Panel systems and provides the ultimate in versatility and open spaces for any number of applications, including hangars, large indoor recreational buildings, and even storage facilities. By partnering with our sister division, Vulcraft, NBS is able to engineer the most economical roof joist system for your metal building.
LAST REVISION DATE: 08/18/16 BY: AES CHK: EGB
4.3.10
OPEN-WEB WELDED JOISTS
LAST REVISION DATE: 06/11/09 BY: AES CHK:
DETAIL NAME IF APPLICABLE SF0070PE.DWG
4.3.11
OPEN-WEB ALL BOLTED JOISTS
LAST REVISION DATE: 03/10/15 BY: AAJ CHK: MDK
DETAIL NAME IF APPLICABLE SF0071PE.DWG
4.3.12
OPEN WEB BOLTED JOIST DETAIL (CONTINUED)
LAST REVISION DATE: 03/10/15 BY: AAJ CHK:
DETAIL NAME IF APPLICABLE MDK
SF0072PE.DWG
4.3.13
COLD-FORMED BOX BEAMS 1. Cold-formed box beams consist of two “C” or “S” sections, forming a cold-formed “box”. 2. These sections may be square or rectangular in shape. 3. The height of the box beam matches the purlin depth. The depth of the box beam will be 8”, 10”, or 12”, depending on the design requirements of a particular project. 4. Cold-formed box beams are typically used as a replacement for the eave strut, eave purlin, or strong-back eave beam. 5. Standard connection for the box beam to primary framing member is with either (2) or (4) ½” diameter A325 bolts per end.
LAST REVISION DATE: 10/23/09 BY: AES CHK:
DETAIL NAME IF APPLICABLE
4.3.14
STANDARD PURLIN SPACING STANDARD PURLIN SPACING (GABLE BUILDING)
* INDICATES ODD SPACE AS FOLLOWS: ROOF SLOPE
PURLIN SPACE
< 1/2:12
MIN. = 1’-10”
MAX = 3’-10”
1/2:12
MIN. = 1’-10”
MAX = 5’-6”
NOTE: THESE SPACINGS ARE TO BE USED FOR BOTH NUCOR “CFR” AND NUCOR “CLASSIC ROOF” SYSTEMS. WITH NUCOR “CFR” ROOF (UL CLASS 90, UL 580, CONSTRUCTION NO. 590). - MAXIMUM PURLIN SPACING IS 5’-0” W/ PURLINS. - MAXIMUM PURLIN SPACING IS 5’-6” W/ JOISTS.
LAST REVISION DATE: 10/11/11 BY: RT CHK: EGB
DETAIL NAME IF APPLICABLE SF0090PE.DWG
4.3.15
STANDARD PURLIN SPACING (SINGLE SLOPE BUILDING)
* INDICATES ODD SPACE AS FOLLOWS: ROOF SLOPE
PURLIN SPACE
< 1/2:12
MIN. = 1’-10”
MAX = 3’-10”
1/2:12
MIN. = 1’-10”
MAX = 5’-6”
NOTE: THESE SPACINGS ARE TO BE USED FOR BOTH NUCOR “CFR” AND NUCOR “CLASSIC ROOF” SYSTEMS. WITH NUCOR “CFR” ROOF (UL CLASS 90, UL 580, CONSTRUCTION NO. 590). - MAXIMUM PURLIN SPACING IS 5’-0” W/ PURLINS. - MAXIMUM PURLIN SPACING IS 5’-6” W/ JOISTS.
LAST REVISION DATE: 10/11/11 BY: RT CHK: EGB
DETAIL NAME IF APPLICABLE SF0100PE.DWG
4.3.16
STANDARD GIRT SPACING
LAST REVISION DATE: 02/09/01 BY: CDM CHK: RJF
DETAIL NAME IF APPLICABLE SF0110PE.DWG
4.3.17
4.3.1
SECONDARY FRAMING
1. Standard Secondary Framing consists of Cold Formed “Z” shaped roof purlins and wall girts. “C” shaped wall girts may be used for framed openings and other special applications. 2. “Z” and “C” members are shop punched for simple field bolted connections. 3. “Z” and “C” members are available in 8, 10, or 12 inch depths. Consult the engineering team for specifics. 4. Optional Open-Web joists are available for wide bay applications with spans over 35 feet, and for mezzanine applications. 5. All section properties listed in this section were determined using the AISI North American Specification for the Design of Cold-Formed Steel Structural Members (AISI S100), Latest Edition. Any use of these properties for design should also be completed utilizing the required AISI S100 provisions. 6. As a standard, all bypass roof purlins and wall girts will utilize a shop welded clip. Bolted clips are also available. Some Nucor Divisions may offer welded clips for inset or flush girts. Contact your NBS Division for availability. LAST REVISION DATE: 03/10/15 BY: AAJ CHK: MDK
DETAIL NAME IF APPLICABLE SF0010PE.DWG
4.3.2
“Z” SECTION PROPERTIES Section Designation
D (in.)
B (in.)
Nominal t (in.)
Design Wt. (plf)
Gross Ix (in4)
Effective Sx (in3)
Ma (in-kip)
08 Z 054 08 Z 060 08 Z 067 08 Z 075 08 Z 089 08 Z 099 08 Z 105
8.00 8.00 8.00 8.00 8.00 8.00 8.00
2.50 2.50 2.50 2.50 2.50 2.50 2.50
0.054 0.060 0.067 0.075 0.089 0.099 0.105
2.65 2.94 3.29 3.68 4.36 4.85 5.15
7.522 8.343 9.297 10.383 12.269 13.606 14.404
1.605 1.898 2.134 2.464 3.067 3.402 3.601
ASD 52.850 62.518 70.268 81.158 101.020 112.030 118.600
10 Z 060 10 Z 067 10 Z 075 10 Z 089 10 Z 099 10 Z 105 10 Z 120
10.00 10.00 10.00 10.00 10.00 10.00 10.00
2.50 2.50 2.50 2.50 2.50 2.50 2.50
0.060 0.067 0.075 0.089 0.099 0.105 0.120
3.35 3.74 4.19 4.97 5.53 5.86 6.70
14.155 15.782 17.635 20.860 23.152 24.522 27.930
2.353 2.774 3.355 4.172 4.630 4.904 5.586
77.500 91.351 110.480 137.400 152.500 161.520 183.970
116.480 137.300 166.060 206.520 229.200 242.760 276.500
12 Z 075 12 Z 089 12 Z 099 12 Z 105 12 Z 120
12.00 12.00 12.00 12.00 12.00
3.50 3.50 3.50 3.50 3.50
0.075 0.089 0.099 0.105 0.120
5.21 6.18 6.87 7.29 8.33
32.685 38.691 42.963 45.519 51.883
4.048 5.350 6.246 6.704 8.049
133.330 176.200 205.700 220.800 265.070
200.390 264.830 309.160 331.870 398.400
LAST REVISION DATE: 03/10/15 BY: AAJ CHK: MDK
DETAIL NAME IF APPLICABLE SF0020PE.DWG
LSD 79.434 93.965 105.610 121.980 151.830 168.370 178.250
4.3.3
“C” SECTION PROPERTIES Section Designation
D (in.)
B (in.)
Nominal t (in.)
Design Wt. (plf)
Gross Ix (in4)
Effective Sx (in3)
Ma (in-kip)
08 C 060 08 C 067 08 C 075 08 C 089 08 C 099 08 C 105
8.00 8.00 8.00 8.00 8.00 8.00
2.75 2.75 2.75 2.75 2.75 2.75
0.060 0.067 0.075 0.089 0.099 0.105
2.94 3.29 3.68 4.36 4.85 5.15
8.393 9.351 10.440 12.330 13.669 14.467
1.759 2.033 2.313 2.924 3.318 3.557
ASD 57.928 66.944 76.182 96.287 109.270 117.150
10 C 060 10 C 067 10 C 075 10 C 089 10 C 099 10 C 105
10.00 10.00 10.00 10.00 10.00 10.00
2.75 2.75 2.75 2.75 2.75 2.75
0.060 0.067 0.075 0.089 0.099 0.105
3.35 3.74 4.19 4.97 5.53 5.86
14.218 15.850 17.707 20.938 23.231 24.601
2.176 2.599 3.139 3.980 4.514 4.839
71.655 85.585 103.390 131.060 148.660 159.360
LAST REVISION DATE: 03/10/15 BY: AAJ CHK: MDK
DETAIL NAME IF APPLICABLE SF0030PE.DWG
LSD 87.066 100.620 114.500 144.720 164.240 176.080 107.700 128.630 155.390 196.980 223.440 239.520
4.3.4
“S” SECTION PROPERTIES Section Designation
D (in.)
B (in.)
Nominal t (in.)
Design Wt. (plf)
Gross Ix (in4)
Effective Sx (in3)
Ma (in-kip)
08 S 075 08 S 089 08 S 099 08 S 105 08 S 120
8.00 8.00 8.00 8.00 8.00
3.625 3.625 3.625 3.625 3.625
0.075 0.089 0.099 0.105 0.120
4.19 4.97 5.53 5.87 6.71
12.684 14.980 16.605 17.575 19.981
2.592 3.169 3.593 3.872 4.673
ASD 85.362 104.380 118.340 127.520 153.890
12 S 075 12 S 089 12 S 099 12 S 105 12 S 120
12.00 12.00 12.00 12.00 12.00
3.625 3.625 3.625 3.625 3.625
0.075 0.089 0.099 0.105 0.120
5.21 6.18 6.87 7.29 8.33
32.598 38.573 42.818 45.357 51.673
4.051 5.379 6.278 6.747 8.083
133.430 177.140 206.760 222.210 266.200
LAST REVISION DATE: 03/10/15 BY: AAJ CHK: MDK
DETAIL NAME IF APPLICABLE SF0040PE.DWG
LSD 128.300 156.880 177.870 191.660 231.300 200.540 266.240 310.760 333.980 400.100
4.3.5
“Z” ROOF PURLINS
NOTES: 1) ALL PURLIN CONNECTIONS UTILIZE ½” DIAMETER BOLTS. 2) “Z” PURLINS HAVE SYMMETRICAL FLANGES FOR EASE OF ERECTION. 3) “Z” PURLINS ARE ECONOMICAL FOR SPANS UP TO AND INCLUDING 40 FEET.
LAST REVISION DATE: 08/06/04 BY: KMC CHK: RJF
DETAIL NAME IF APPLICABLE AG0001.DWG
4.3.6
“Z” WALL GIRTS “Z” WALL GIRTS (INSET/FLUSH)
LAST REVISION DATE: 02/09/01 BY: CDM CHK: RJF
DETAIL NAME IF APPLICABLE SF0050PE.DWG
4.3.7
“Z” WALL GIRTS (BYPASS BOLTED CLIPS)
LAST REVISION DATE: 08/06/04 BY: KMC CHK: RJF
DETAIL NAME IF APPLICABLE SF0060PE.DWG
4.3.8
“Z” WALL GIRTS (BYPASS WELDED CLIPS)
LAST REVISION DATE: 08/06/04 BY: KMC CHK: RJF
DETAIL NAME IF APPLICABLE SF0065PE.DWG
4.3.9
OPEN WEB ROOF/MEZZANINE JOISTS CLEARBAY® BRIDGING:
Providing spacious bays of up to 60’, ClearBay® is the roof joist system incorporating the Nucor CFR™, VR16 IITM Vertical Rib, and Insulated Roof Panel systems and provides the ultimate in versatility and open spaces for any number of applications, including hangars, large indoor recreational buildings, and even storage facilities. By partnering with our sister division, Vulcraft, NBS is able to engineer the most economical roof joist system for your metal building.
LAST REVISION DATE: 08/18/16 BY: AES CHK: EGB
4.3.10
OPEN-WEB WELDED JOISTS
LAST REVISION DATE: 06/11/09 BY: AES CHK:
DETAIL NAME IF APPLICABLE SF0070PE.DWG
4.3.11
OPEN-WEB ALL BOLTED JOISTS
LAST REVISION DATE: 03/10/15 BY: AAJ CHK: MDK
DETAIL NAME IF APPLICABLE SF0071PE.DWG
4.3.12
OPEN WEB BOLTED JOIST DETAIL (CONTINUED)
LAST REVISION DATE: 03/10/15 BY: AAJ CHK:
DETAIL NAME IF APPLICABLE MDK
SF0072PE.DWG
4.3.13
COLD-FORMED BOX BEAMS 1. Cold-formed box beams consist of two “C” or “S” sections, forming a cold-formed “box”. 2. These sections may be square or rectangular in shape. 3. The height of the box beam matches the purlin depth. The depth of the box beam will be 8”, 10”, or 12”, depending on the design requirements of a particular project. 4. Cold-formed box beams are typically used as a replacement for the eave strut, eave purlin, or strong-back eave beam. 5. Standard connection for the box beam to primary framing member is with either (2) or (4) ½” diameter A325 bolts per end.
LAST REVISION DATE: 10/23/09 BY: AES CHK:
DETAIL NAME IF APPLICABLE
4.3.14
STANDARD PURLIN SPACING STANDARD PURLIN SPACING (GABLE BUILDING)
* INDICATES ODD SPACE AS FOLLOWS: ROOF SLOPE
PURLIN SPACE
< 1/2:12
MIN. = 1’-10”
MAX = 3’-10”
1/2:12
MIN. = 1’-10”
MAX = 5’-6”
NOTE: THESE SPACINGS ARE TO BE USED FOR BOTH NUCOR “CFR” AND NUCOR “CLASSIC ROOF” SYSTEMS. WITH NUCOR “CFR” ROOF (UL CLASS 90, UL 580, CONSTRUCTION NO. 590). - MAXIMUM PURLIN SPACING IS 5’-0” W/ PURLINS. - MAXIMUM PURLIN SPACING IS 5’-6” W/ JOISTS.
LAST REVISION DATE: 10/11/11 BY: RT CHK: EGB
DETAIL NAME IF APPLICABLE SF0090PE.DWG
4.3.15
STANDARD PURLIN SPACING (SINGLE SLOPE BUILDING)
* INDICATES ODD SPACE AS FOLLOWS: ROOF SLOPE
PURLIN SPACE
< 1/2:12
MIN. = 1’-10”
MAX = 3’-10”
1/2:12
MIN. = 1’-10”
MAX = 5’-6”
NOTE: THESE SPACINGS ARE TO BE USED FOR BOTH NUCOR “CFR” AND NUCOR “CLASSIC ROOF” SYSTEMS. WITH NUCOR “CFR” ROOF (UL CLASS 90, UL 580, CONSTRUCTION NO. 590). - MAXIMUM PURLIN SPACING IS 5’-0” W/ PURLINS. - MAXIMUM PURLIN SPACING IS 5’-6” W/ JOISTS.
LAST REVISION DATE: 10/11/11 BY: RT CHK: EGB
DETAIL NAME IF APPLICABLE SF0100PE.DWG
4.3.16
STANDARD GIRT SPACING
LAST REVISION DATE: 02/09/01 BY: CDM CHK: RJF
DETAIL NAME IF APPLICABLE SF0110PE.DWG
4.3.17
Nucor Products
Modern Steel Construction. December 2005 TITLE SOURCE Anchor Rods and Embedments Steel Construction Manual, 13th Edition, p.14-9. AISC Steel Design Guide No. 7, Industrial Buildings—Roofs to Anchor Rods, Second Edition. The typical Nucor Electrical Engineer salary is $89,219. Electrical Engineer salaries at Nucor can range from $39,340 - $96,665. This estimate is based upon 6 Nucor Electrical Engineer salary report(s) provided by employees or estimated based upon statistical methods. Steel Decking. Steel decking is used in many applications, but is particularly well suited to roofing and flooring. Vulcraft manufactures many different types of deck, including roof deck, floor deck, composite floor deck and cellular deck. In addition to Skyline Steel’s continent-wide distribution network, we have an engineering team ready to help. Innovative construction techniques, design life calculations, installation support, and drawings are just some of the many services offered by the engineering department. 21 Nucor reviews. A free inside look at company reviews and salaries posted anonymously by employees.
Nucor Steel Products
NUCOR STEEL TUSCALOOSA “The interfaces designed during the software engineering phase allow new data points and data sources to be easily integrated into the existing data model.” J.T. Thomas, Nucor Q3Intelligence set up and methodology The Nucor project was executed in three main phases. Humax ir 3000 hd user manual. Firstly a far-reaching analysis phase.