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PBR Wall
  • Description
  • Attributes & Advantages
  • PBR Wall - Section Properties
  • Allowable Uniform Loads In Pounds Per Square Foot
The PBR panel's deep ribs create an even-shadowed appearance. The area between the major ribs is reinforced with minor ribs. PBR is one of the most economical panel systems and can be used for both roof and wall applications.

    Gauge

  • 26 gauge (standard)
  • 24 gauge
  • 22 gauge

    Length

  • 45' maximum length is standard but longer lengths are available by special request


    Dimensions

  • 36" by 1 1/4"


    Finish

  • Galvalume Plus®
  • Signature® 200 Colors
  • Signature® 300 Colors


NOTE: Oil-canning is not considered grounds for rejection of any panel system. Oil-canning can occur in any panel with wide flat sections. Heavier gauge, embossing, striations, flatter sub-frame systems and support from a solid sub-deck can all help to minimize oil-canning.

    Fasteners

  • Standard coated, zinc- aluminum cast head, or stainless steel head screw


    Usage

  • Roof, wall, liner, mansard, and soffit
    panel applications


    Limitations

  • Not designed for coverage over bar joist or to be used as rigid secondary; Five foot on center purlin spacing
Star Shield
Attributes
  1. Reverse rolled profile
  2. Purlin bearing leg
  3. Installation may start at either end
  4. Economical profile
  5. 36" coverage
  6. Wind uplift rating
  7. Diaphragm action
  8. Light transmitting panels
  9. Finish warranty
Advantages
  1. The panel can serve as an alternate wall panel by putting the paint finish on the under side
  2. An additional leg is rolled on one side of lap rib to facilitate installation
  3. Flexible installation
  4. Cost effective
  5. Ease of installation
  6. The panel qualifies for UL® 90 in multiple construction numbers
  7. The panel configuration enhances diaphragm capabilities for purlin stability
  8. Profile light transmitting panels are available for the PBR panel
  9. Used with long-life fasteners this panel has a 25-year warranty
Star Shield
PBR Wall - Section Properties

  NEGATIVE BENDING POSITIVE BENDING
PANEL Fy WEIGHT Ixe Sxe Maxo Ixe Sxe Maxo
GAUGE KSI PSF IN.4/FT. IN.3/FT. KIP-IN. IN.4/FT. IN.3/FT. KIP-IN.
29 60* 0.75 0.0219 0.0357 1.2835 0.0242 0.0234 0.8423
26 60* 0.94 0.0302 0.0511 1.8366 0.0369 0.0372 1.3373
24 50 1.14 0.0404 0.0733 2.1953 0.0506 0.0521 1.5594


*Fy is 80-ksi reduced to 60-ksi in accordance with the 2001 edition of the North American Specification For Design Of Cold-Formed Steel Structural Members - A2.3.2.

Properties Notes:

  1. All calculations for the properties of PBR panels are calculated in accordance with the 2001 edition of the North American Specification For Design Of Cold-Formed Steel Structural Members.
  2. Ixe is for deflection determination.
  3. Sxe is for bending.
  4. Maxo is allowable bending moment.
  5. All values are for one foot of panel width.
Allowable Uniform Loads
In Pounds Per Square Foot

29 Gauge thickness (0.0133"), Fy = 60 ksi, Fu = 61.5 ksi
SPAN
TYPE		 LOAD TYPE Support Spacing
3.0 4.0 5.0 6.0 7.0 8.0 9.0
1-SPAN Wind Suction 93.96 52.85 33.83 23.49 17.26 13.21 10.44
Gravity/Press 67.01 32.53 16.66 9.64 6.07 4.07 2.86
2-SPAN Wind Suction 61.91 37.19 24.61 17.42 12.95 10.00 7.94
Gravity/Press 70.40 45.25 30.46 21.79 16.31 12.65 9.40
3-SPAN Wind Suction 73.00 44.74 29.96 21.36 15.96 12.36 9.84
Gravity/Press 80.00 53.51 36.58 22.72 14.31 9.59 6.73
4-SPAN Wind Suction 69.50 42.31 28.22 20.07 14.97 11.58 9.21
Gravity/Press 77.00 50.89 34.62 24.72 15.57 10.43 7.32
26 Gauge thickness (0.0181"), Fy = 60 ksi, Fu = 61.5 ksi
SPAN
TYPE		 LOAD TYPE Support Spacing
3.0 4.0 5.0 6.0 7.0 8.0 9.0
1-SPAN Wind Suction 133.90 75.32 48.21 33.48 24.59 18.83 14.88
Gravity/Press 119.08 52.22 26.74 15.47 9.74 6.53 4.58
2-SPAN Wind Suction 114.40 66.58 43.32 30.37 22.44 17.24 13.66
Gravity/Press 105.60 71.30 46.51 32.64 24.14 18.56 13.88
3-SPAN Wind Suction 138.48 81.61 53.45 37.61 27.85 21.44 17.00
Gravity/Press 120.00 87.15 57.27 34.84 21.94 14.70 10.32
4-SPAN Wind Suction 130.69 76.69 50.12 35.22 26.06 20.05 15.89
Gravity/Press 115.50 81.97 53.73 37.73 23.76 15.92 11.18
24 Gauge thickness (0.0223"), Fy = 50 ksi, Fu = 60 ksi
SPAN
TYPE		 LOAD TYPE Support Spacing
3.0 4.0 5.0 6.0 7.0 8.0 9.0
1-SPAN Wind Suction 126.84 71.35 45.66 31.71 23.30 17.84 14.09
Gravity/Press 125.69 70.70 38.51 22.28 14.03 9.40 6.60
2-SPAN Wind Suction 120.59 69.04 44.56 31.09 22.91 17.57 13.90
Gravity/Press 117.33 69.65 44.96 31.37 23.11 17.73 14.03
3-SPAN Wind Suction 148.17 85.44 55.34 38.68 28.53 21.90 17.34
Gravity/Press 133.33 86.17 55.82 39.02 28.79 19.34 13.58
4-SPAN Wind Suction 139.13 80.03 51.77 36.16 26.66 20.46 16.19
Gravity/Press 128.33 80.71 52.22 36.48 26.90 20.57 14.45
22 Gauge thickness (0.0286"), Fy = 50 ksi, Fu = 60 ksi
SPAN
TYPE		 LOAD TYPE Support Spacing
3.0 4.0 5.0 6.0 7.0 8.0 9.0
1-SPAN Wind Suction 164.57 92.57 59.25 41.14 30.23 23.14 18.29
Gravity/Press 174.46 98.14 52.70 30.50 19.21 12.87 9.04
2-SPAN Wind Suction 168.30 96.14 61.98 43.21 31.83 24.41 19.31
Gravity/Press 159.37 90.89 58.55 40.81 30.04 23.04 18.22
3-SPAN Wind Suction 207.24 119.12 77.03 53.80 39.67 30.44 24.09
Gravity/Press 196.54 112.72 72.82 50.83 37.23 24.94 17.52
4-SPAN Wind Suction 194.44 111.53 72.04 50.29 37.06 28.43 22.50
Gravity/Press 184.31 105.50 68.08 47.50 34.99 26.54 18.64

Allowable Uniform Loads Notes:

  1. Strength calculations based on the 2007 AISI Standard "North American Specification for the Design of Cold-formed Steel Structural Members", with 2009 and 2010 Supplements.
  2. Allowable loads are applicable for uniform loading and spans without overhangs.
  3. Gravity/Pressure load capacities are for those loads that push the panel against its supports. The applicable limit states are flexure, shear, combined shear and flexure, web crippling at end and interior supports, and a deflection limit of L/180 under strength-level loads.
  4. Wind Suction load capacities are for those loads that pull the panel away from its supports. The applicable limit states are flexure, shear, combined shear and flexure, and a deflection limit of L/60 under 10-year wind loading.
  5. Panel pullover and Screw pullout capacity must be checked separately using the screws employed for each particular application when utilizing this load chart.
  6. Effective yield strength has been determined in accordance with section A2.3.2 of the 2007 NAS specification.

The engineering data contained herein is for the expressed use of customers and design professionals. Along with this data, it is recommended that the design professional have a copy of the most current version of the North American Specification for the Design of Cold-Formed Steel Structural Members published by the American Iron and Steel Institute to facilitate design. This specification contains the design criteria for cold-formed steel components. Along with the specification, the designer should reference the most current building code applicable to the project jobsite in order to determine environmental loads. If fur ther information or guidance regarding cold-formed design practices is desired, please contact the manufacturer.

EFFECTIVE NOVEMBER 3, 2004
SUBJECT TO CHANGE WITHOUT NOTICE

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