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MAX-RIB - McElroy Metal

MAX-RIB - McElroy Metal

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<strong>MAX</strong>-<strong>RIB</strong>POST SECTION / LOAD TABLESSECTION PROPERTIES AND LOAD TABLESPAGEP-28<strong>MAX</strong>-<strong>RIB</strong>SECTION PROPERTIESTOP INCOMPRESSIONBOTTOM INCOMPRESSIONPanel Weight FY Ix Se Ma Ix Se MaGauge PSF KSI IN 4 IN 3 KIP IN. IN 4 IN 3 KIP IN.29 0.69 80 .0107 .0176 .6333 .0060 .0182 .529326 0.86 80 .0130 .0219 .7860 .0080 .0245 .666726 0.86 50 .0130 .0219 .6553 .0083 .0261 .563324 1.08 80 .0163 .0274 .9833 .0103 .0334 .846724 1.08 50 .0163 .0274 .8200 .0107 .0357 .7150<strong>McElroy</strong>’s Max-Rib profile is one of the most popular and most copied panel profiles in the metal constructionindustry.Well-suited to the commercial and industrial markets, Max-Rib is also enjoying tremendous growth in popularityas a residential roofing panel. Max-Rib has a UL 2218 Class 4 impact resistance rating.Load Tables<strong>MAX</strong>-<strong>RIB</strong> LOAD TABLENEGATIVE WIND LOADALLOWABLE LOADS (PSF)*LIVE LOADL/180 DEFLECTIONSPAN (ft.) SPAN (ft.) SPAN (ft.)FYGa. KSI 2’ 2.5’ 3’ 4’ 5’ 6’ 2’ 2.5’ 3’ 4’ 5’ 6’ 2’ 2.5’ 3’ 4’ 5’ 6’29 80 123 80 56 32 20 14 105 68 47 27 17 12 172 88 51 21 11 626 80 153 100 70 40 25 18 132 86 60 34 22 15 216 110 64 27 13 82650127 83 58 33 212 15 111 72 51 28 18 12 219 112 65 27 14 824 80 191 125 88 50 32 22 167 109 76 43 27 19 274 140 81 34 17 1024 50 160 104 73 41 27 18 141 92 64 36 23 16 278 142 82 34 17 10NOTES:1. Allowable uniform loads are based upon 3 equal span lengths.2. Negative wind is wind suction or uplift and is NOT increased by 33 1/3%.3. Live Load is the allowable live or snow load.4. L/180 deflection is the allowable load that limits the deflection to 1/180 of the span while under positive orlive load.5. The weight of the panel has NOT been deducted from the allowable loads.6. Negative wind and live loads are limited to combined shear and bending using Eq. C3.3.1-1 of theAISI specification.7. Live Load values are limited by web crippling using a bearing length of 2”.8. Web crippling values are determined using a ration of the uniform load actually supported by the topflanges of the section.* Oil canning is a natural occurrence in metal panels and is not a cause for panel rejection.<strong>MAX</strong>-<strong>RIB</strong>

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