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::Medallion-Lok Links
This Is Page 4 Metal Roofing Medallion-Lok Load Tables And Section Properties  
 
Better Built Metal Sales Medallion-Lok Structural Standing Seam Metal Roofing System combines the style and beauty of an architectural product with the load handling characteristics of a structural roofing system. Medallion-Lok is also an excellent choice for mansards or fascia.

Panels are joined by an integral locking seam and held into place by concealed metal roofing clips. A bead of sealant is factory applied in Medallion-Lok’s seam upon request. The Medallion-Lok System may be installed over solid decking or sub-framing. Standard panel width is 16”. Other widths are available upon request. Medallion-Lok’s testing program includes: UL 90 wind uplift; ASTM E1646 water infiltration; ASTM E1680 air infiltration; and UL 2218 Class 4 impact resistance. Minimum slope of 3:12 is recommended.

:: Page 1 Medallion-Lok General Information
:: Page 2 Medallion-Lok Pricing Per Square / Trim
:: Page 3 Medallion-Lok Accessories
:: Page 4 Medallion-Lok Load Tables/Section Properties
Main Site Links
:: Standing seam roofing
:: Maxima
:: Medallion-Lok
:: Medallion I
:: Medallion II
:: Meridian
:: Mirage
:: MasterLok-90
Medallion-Lok Load Tables
:: Exposed Fastener Panels
:: Mega Rib
:: Multi Rib
:: Max-Rib
:: Mac-Rib
:: 5V Crimp Panel
:: "U" Panel
:: Multi-Cor
:: M-Cor
:: Wall Panels SECTION PROPERTIES
:: Multi-V
:: R-Panel		   TOP IN
COMPRESSION		 BOTTOM IN COMPRESSION
Panel
Width		 Panel
Gauge		 Weight
PSF		 FY
PSI		 Ix
IN.4		 Se
IN.3		 Ma
KIP IN.		 Ix
IN .4		 Ss
IN.3		 Ma
KIP IN.
:: Soffit and Liner Panel
:: Marquee II
:: Mini-Rib		 16" 24 1.38 50 .1059 .0728 2.18 .0487 .0526 1.57
18" 22 1.33 50 .0965 .0645 1.93 .0433 .0468 1.40
:: Modular Metal Buildings  1) Section Properties are calculated in accordance with the 1986 AISI Specifications.
 2) Sx and Fb are for stress determination:.
 3) All values are for one foot of panel width.
:: Modular Storage System
:: Retrofit Systems
:: Retrofit Systems ALLOWABLE LOADS ( PSF)*
POSITIVE WIDE LOAD LIVE LOAD
Panel
Width		 Panel
Gauge		 3' 3.5' 4' 4.5' 5' 3' 3.5' 4' 4.5' 5'
16" 24 181 133 102 81 65 .136 .100 77 60 49
18" 24 161 119 91 72 58 121 89 68 54 44
 1) All calculations for properties of panels are calculated in accordance with the 1996 Col-Formed Steel Design Manual published by the American Iron and Steel Institute (AISI) Wind loads and deflection loads are limited by a deflection of L/180, except Mega-Rib, which is L/120.
 2) Values shown as allowable loads are based on panels covering three (3) or more equal continuous spans. Multiply values shown by 0.8 for tow (2) span condition.
 3) Allowable loads (deflection) for wind shown have been increased by 33 1/3%.
 4) For wind loads stress only, multiply live load (stress) by 1.33.
 5) Weight of the panel has not been deducted from values to obtain net allowable load.
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