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::Multi-Rib-R-Panel-Multi-V Panels Links
This Is Page 4 Metal Roofing Multi-Rib / R-Panel / Multi-V Section Properties & Load Tables  

:: Page 1 General Information
:: Page 2 Panel & Trim Pricing
::
Page 3 Trim & Accessories Pricing
:: Page 4 Section Properties and Load Tables

 
Multi-Rib is one of the most versatile members of the McElroy family of quality products that weMulti-Rib’s superiority as a metal roofing panel is proven by compliance with the rigid Underwriters’ Laboratories UL-90 wind uplift test, ASTM E1680 air infiltration, ASTM E1646 water infiltration testing and UL 2218 Class 4 impact resistance test sell. It is truly a multi-use wall and roof panel whose applications span a tremendous variety of commercial and industrial construction projects.

Multi-Rib’s superiority as a metal roofing panel is proven by compliance with the rigid Underwriters’ Laboratories UL-90 wind uplift test, ASTM E1680 air infiltration, ASTM E1646 water infiltration testing and UL 2218 Class 4 impact resistance test.
An ideal combination of strength and beauty make Multi-Rib an equally popular choice for wall applications.

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Multi-Rib / R-Panel / Multi-V Section Properties
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Multi-Rib - Section Properties
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Top In Compression Bottom In Compression
:: Multi-V
:: R-Panel
Panel
Gauge
Weight
PSF
FT
KSI
Ix
IN.4
Se
IN.3
MA KIP IN. Ix
IN.4
Se
IN.3
Ma KIP IN.
:: Soffit and Liner Panel
:: Marquee II
:: Mini-Rib
29 0.75 80 .0217 .0201 0.965 .0145 .0214 1.024
26 0.95 80 .0326 .0309 1.482 .0198 .0300 1.435
:: Modular Metal Buildings
26 0.95 50 .0365 .0371 1.112 .0213 .0332 .0995
:: Modular Storage System
24 1.20 80 .0454 .0460 2.205 .0265 .0411 1.970
24 1.20 50 .0486 .0499 1.494 .0286 .0462 1.382
R-Panel - Section Properties
Better Built Metal Sales Top In Compression Bottom In Compression
Panel
Gauge
Weight
PSF
FT
KSI
Ix
IN.4
Se
IN.3
MA KIP IN. Ix
IN.4
Se
IN.3
Ma KIP IN.
29 0.69 80 .0247 .0219 .7883 .0242 .0301 1.082
26 0.88 80 .0371 .0337 1.211 .0349 .0400 1.437
26 0.88 50 .0394 .0362 1.085 .0361 .0405 1.211

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24 1.04 80 .0454 .0460 1.664 .0444 .0486 1.746
24 1.04 50 .0474 .0482 1.442 .0457 .0491 1.469
Multi-V - Section Properties
Better Built Metal Sales Top In Compression Bottom In Compression
Panel
Gauge
Weight
PSF
FT
KSI
Ix
IN.4
Se
IN.3
MA KIP IN. Ix
IN.4
Se
IN.3
Ma KIP IN.
29 0.72 80 .0125 .0226 1.084 .0168 .0231 1.100
26 0.93 80 .0170 .0297 1.424 .0236 .0309 1.461
26 0.02 50 .0183 .0331 0.991 .0236 .0326 0.975
24 1.15 80 .0220 .0412 0.975 .0304 .0405 1.942
24 1.15 50 .0242 .0475 1.422 .0304 .0426 1.276
 Notes
 

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Better Built, Inc. doesn't just sell and McElroy Metal. We also sell metal buildings: Full metal, hybrids and postframe of all types - Pole Barns, Horse Barns, Gazebos, Pavillions, Storage Facilities, Churches, Storefronts, Carports, Additions and Agricultural Buildings of any sort.

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 1) Section properties are calculated in accordance with the 1986 Edition of the Cold Formed Steel Design Manual.
 2)
Ix is for deflection determination.
 3) Se is for bending.
 4) Ma is the allowable bending moment.
 5) All values are for the foot of panel width.
 Foot Notes: (PSF)
 
Oil caning is a natural occurrence in metal panels and is not a cause for panel rejection.
Multi-V Load Tables
Allowable Loads (PSF)* <--------- Positive Wind Load -------->
Ga. FY RSI 3' 4' 5' 6' 7' 8'
29 80 137 76 39 22 14 9
26 80 183 103 52 30 19 13
26 50 120 68 43 30 20 13
24 80 240 135 69 40 25 17
24 50 158 89 57 39 26 18
Allowable Loads (PSF)* <--------- Live Load -------->
Ga. FY RSI 3' 4' 5' 6' 7' 8'
29 80 .23 .40 .50 .60 .70 .80
26 80 .23 .40 .50 .60 .70 .80
26 50 .14 .25 .39 .57 .70 .80
24 80 .22 .40 .50 .60 .70 .80
24 50 .14 .25 .39 .57 .70 .80
 Notes
 1) Allowable uniform loads are based upon equal span lengths.
 2) Positive wind is wind pressure and is increased by 33 1/3%
 3) Negative wind is wind suction or uplift and is increased by 33 1/3%
 4) Live is the allowable live or snow load.
 5) Deflection (L/180) is the allowable load that limits the panels deflection to L/240.
 6) Deflection (L/240) is the allowable load that limits the panels deflection to L/240.
 7) The weight of the panel has not been deducted from the allowable loads.
 8) Web crippling has not been checked for the allowable loads shown above.
Foot Notes: (PSF)
 *
Oil caning is a natural occurrence in metal panels and is not a cause for panel rejection.

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