HomeMy WebLinkAbout13 Evergoods Ext MTL-1 Condensed
� � ' � Technical
Reference
32" Coverage
�4" Pitch�
1 � �C 1 � �3/a" �� 1 � �� I ��
ARCHITECTURAL EXPOSED 32" CUSTOM OPEN FRAMING OR
COMMERCIAL FASTENED COVERAGE CAPABILITIES SOLID SUBSTRATE
INDUSTRIAL
PANEL
PANEL OVERVIEW
► Finishes: Standard: PVDF
OptionaL• Multi-pass Kynar�"',Marblique,Plastisol,Polyester and MS Colorfast45�'
► Corrosion Protection:AZ55 per ASTM A 792 for unpainted Galvalume`�
AZ50 per ASTM A 792 for painted Galvalume�
G90 per ASTM A 653 for Galvanized
► Gauges: 24 ga and 22 ga
► 32"panel coverage,3/4"rib height
► Crisp 90°vertical box ribs on 4" centers
� Panel Length: 5'minimum, 25'maximum
► Exposed Fastened Panel
► Optional material availablity: Stainless Steel, Copper and Aluminum
► Custom capabiliries include:
-Perforated panels for wind screens and liner panels
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TESTING
► ASTM E 283 Air Leakage
► ASTM E 331 Water Penetration
► ASTM E 330 Structural Performance
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► ASTM E 1592 Structural Performance � manufacturing corporation
Condensed
� � ' � Technical
Reference
ATTACHMENT DETAIL • ' - •
Panel Fastener Overdriven fasteners will cause panel distortion.
Panel fasteners should extend 1/2"or more past the inside
face of the support material.
Thick panels(ex. 18 ga)or supports(ex. 1/2"steel)may
require predrilling of holes for screws.
Panel Fastener:
I Attaching to Wood:
#10-14 XL Wood Screw
Attaching to Steel:
#12-14 XL Self Drilling Screw
FASTENING PATTERNS Trim Fastener:
1/8"x 3/16"Pop Rivet
1/4"-14 x 7/8"XL Stitch Screw
Ends of Panel
� �Panel�Fasten�r � � � � �
hl � l � l � l � l � l � l � l ��
Field of Panel
� �Panel Fasten�r � �
h �� �� ' �� �� ' �� �� ' �� f�I' �
� • � • � � .
SECTION PROPERTIES
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Top in Compression Bottom in Compression Inward Load Outward Load
Ga W�dth Yield Weight
in ksi psf Ixx Sxx Ixx Sxx
in°/ft in3/ft in°/ft in3/ft 3' 4' S' 6' 7' 8' 3' 4' 5' 6' 7' 8'
24 32 50 1.24 0.0293 0.0656 0.0300 0.0677 170 97 52 30 19 13 165 94 52 30 19 13
22 32 50 1.62 0.0413 0.0975 0.0424 0.1001 248 127 65 38 24 16 242 127 65 38 24 16
L Theoretical section properties have been calculated per AISI 2016'North American Specification for the Design of Cold-Formed Steel Structural Members'.
Ixx and Sxx are effective section properties for deflection and bending.
2. Allowable load is calculated in accordance with AISI 2016 specifications considering bending,shear,combined bending&shear and deflection.Allowable
load does not address web crippling,fasteners,support material or load testing.Panel weight is not considered.
3. Allowable load considers the 3 or more equal spans condition.
4. Deflection consideration is limited by a maximum deflection ratio of L/180 of span.
5. Allowable loads do not include a L/3 stress increase for wind.
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