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::Max-Rib/Mac-Rib Links
 This Page Contains Max-Rib and Mac-Rib Section Properties information and specs.

:: Page 1 General Info & Panel Pricing
:: Page 2 Post Frame Trim Pricing
:: Page 3 Residential Trim & Accessories Pricing
:: Page 4 Section Properties & Load Tables

  

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Main Site Links
:: Standing seam roofing
Max-Rib Section Properties
:: Maxima
:: Medallion-Lok
:: Medallion I
:: Medallion II
:: Meridian
:: Mirage
:: MasterLok-90		 Top In Compression Better Built Metal Sales Bottom In Compression
Ix
IN.4		 Se
IN.3		 MA KIP IN. Panel
Gauge		 Weight
PSF		 FT
KSI		 Ix
IN.4		 Se
IN.3		 Ma
KIP IN.
.0091 .0134 0.670 29 0.71 80 .0050 .0119 0.568
.0117 .0188 0.901 26 .90 80 .0069 .0155 0.743
:: Exposed Fastener Panels .0117 .0188 0.563 26 .90 50 .0076 .0161 0.482
:: Mega Rib
:: Multi Rib
:: Max-Rib
:: Mac-Rib
:: 5V Crimp Panel
:: "U" Panel
:: Multi-Cor
:: M-Cor		 .0143 .0231 1.108 24 1.12 80 .0093 .0197 0.946
.0143 .0231 0.692 24 1.12 50 .0103 0.205 0.614
Mac-Rib Section Properties
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:: Wall Panels
:: Multi-V
:: R-Panel
:: Soffit and Liner Panel
:: Marquee II
:: Mini-Rib		 Mac-Rib - Section Properties
Top In Compression Better Built Metal Sales Bottom In Compression
:: Modular Metal Buildings
Ix
IN.4		 Se
IN.3		 MA KIP IN. Panel
Gauge		 Weight
PSF		 FT
KSI		 Ix
IN.4		 Se
IN.3		 Ma
KIP IN.
:: Modular Storage System
:: Retrofit Systems .0071 .0160 0.766 29 0.71 80 .0044 .0148 0.709
:: Retrofit Systems .0095 .0218 1.043 26 0.90 80 .0061 .0204 0.977
.0098 .0234 0.699 26 0.90 50 .0068 .0211 0.631
.0121 .0286 1.368 24 1.12 80 .0083 .0258 1.234
.0121 .0290 0.868 24 1.12 50 .0092 0.266 0.798

The design of our Mac-Rib panel provides a truly versatile roof and wall panel. With seven major ribs per sheet, 6" on the center. Mac-Rib offers exceptional strength and beauty in a low profile, economical product. Mac-Rib also has a UL 2218 Class 4 impact resistance rating.

Max-Rib Load Tables
Allowable Loads (PSF)* <----------- Positive Wind Load -------->

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 Ga. FY KSI 2' 2'.5" 3' 4' 5' 6'
29 80 158 101 70 36 19 11
26 80 206 132 92 48 25 14
26 50 134 86 59 33 21 15
24 80 263 168 117 61 31 18
24 80 170 109 76 43 27 19
Allowable Loads (PSF)* <----------- Live Load -------->
Ga. FY KSI 2' 2'.5" 3' 4' 5' 6'
29 80 118 76 53 27 14 8
26 80 155 99 69 36 18 11
26 50 1100 84 45 25 16 11
24 80 197 126 88 46 23 14
24 80 128 82 57 32 20 14
Allowable Loads (PSF)* <---- Deflection (IN) ---->
 

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 Ga. FY KSI 2' 2'.5" 3' 4' 5' 6'
29 80 .11 .17 .24 .40 15 9
26 80 .11 .17 .24 .40 21 12
26 50 .08 .11 .15 .27 22 13
24 80 .11 .17 .24 .40 27 18
24 80 .08 .10 .15 .27 27 19
Mac-Rib Load Tables
Allowable Loads (PSF)* <----------- Positive Wind Load -------->
Ga. FY KSI 2' 2'.5" 3' 4' 5' 6'
29 80 187 121 70 30 15 9
26 80 271 165 95 46 21 12
26 50 175 112 78 43 22 13
24 80 343 215 124 52 27 18
24 80 170 109 76 43 27 19
Allowable Loads (PSF)* <----------- Live Load -------->
Ga. FY KSI 2' 2'.5" 3' 4' 5' 6'
29 80 148 91 53 22 11 7
26 80 203 124 71 30 15 9
26 50 132 84 58 33 17 10
24 80 257 161 93 39 20 12
24 80 166 105 74 41 21 12
Allowable Loads (PSF)* <---- Deflection (IN) ---->
Ga. FY KSI 2' 2'.5" 3' 4' 5' 6'
29 80 .17 .25 .30 .40 .50 .60
26 80 .17 .25 .30 .40 .50 .60
26 50 .10 .18 .23 .40 .50 .60
24 80 .16 .25 .30 .40 .50 .60
24 80 .10 .16 .23 .40 .50 .60
 Notes
 1) Allowable uniform loads are based upon 3 equal span lengths.
 2) Positive Wind is wind pressure and is increased by 33 1/3%
 3) Live is the allowable live or snow load.
 4) Deflection is the actual deflection when loaded with the corresponding live load.
 5) The weight of the panel has not been deducted from the allowable loads.
 6) 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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