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Quality, Strength, & B E AUT Y '~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ When used in CXlnjunction with Md:1roy's sub-girt froming members & liner panels aJCh 05 Marquee or Mini-Rib (shown here), Mega-Rib is on ideal component for fieId- ossembIed i,nsuIaIed wall systems", . ~ ~,,' , . ~~, ~"'" ,',', ,/ .A'-"; ~- T~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~T~~~~~~~~~~~~~~~~~~ .'- UEBA-BIB LOAD lAB L ES ~ SECTION PROPERTIES ALLOWABLE LCW>S (PSF) i:- TOf' IOTTOM WN> lOAD 1M lOAD DEFIfC1ION ~ N COMPRESSION N COMPRESSION Panel Weight Fy Ix 51 Ma Ix 51 Ma 5' 6' 7' I' . 10' 11' 12' 3' 4' 5' 6' 7' I' 3' 4 5' 6' 7' I' Gauge P5F ISI IN.4 IN.3 KIP IN IN.4 1Il.3 KIP IN 29 0.77 10 .0546 .0546 2.704 .0546 .0564 2.704 120 13 53 35 2S 19 13 11 2SO 141 90 63 39 26 .15 :II .42 JO JO .Il -~",.,. 26 0.98 10 .0761 .0841 4.029 .0761 .0841 4.029 179 116 73 49 35 2S 19 15 373 210 134 17 55 37 .16 .29 ,45 JO 10 .Il ,"'" 26 0.98 50 .0798 .0925 2.768 .0798 .0925 2.768 123 85 63 41 36 fl 20 15 2S6 144 92 64 47 36 .11 .I, .29 .42 57 J5 24 1.22 10 .0987 .1141 5.471 .0987 .1142 5.471 243 151 .5 64 44 32 24 19 507 215 112 113 71 41 .17 JO ,47 JO 10 .Il 24 1.22 50 .1038 .1228 3.676 .1038 .1228 3,676 163 113 13 64 47 35 2S 20 340 191 123 15 63 41 .11 .I, JO ,43 .51 J6 ..... 22 1.59 50 .1419 .1728 5.174 .1419 .1721 5.174 230 160 117 90 64 46 35 27 479 flO 172 120 18 67 .11 .20 Jl .44 .60 19 20 1.86 50 .1704 .2114 6.330 .1704 .2114 6.330 281 195 144 lID 77 56 43 32 S86 330 211 147 108 12 .11 .20 Jl .45 .61 .Il 18 2.39 50 .2274 .2912 8.719 .2274 .2912 8.719 318 269 198 146 103 75 56 44 107 454 291 202 141 110 .12 .2\ J2 .46 .63 .Il ~ Expanded and simple span load Iables, as well as -carport/canopy- package load Iables are oyoilable upon request. LOAD TABLE N01l:S: 1 . All calculations for properties of panels are cakulated in accordance with Specifications for the Design of Light Gauge Cold Fanned Steel Structurat Members published by the American Iran and Sleet Institute (AlSJ) and guidelines eSlablished by the Metal Building Component Manufacturers Association (MBCMA). Wind loads and deRection loads are limited by a deRection ratio of L/180. 2, Values shown as allowable loads are based on ponels COYering three (3) or more equal continuous spans, Multiply values shown by 0.8 for two (2) span condition, 3. Allowable loads (deRection) for wind shown have been increased by 331fJ'X,. 4. For wind load stress only, multiply live load (stress) by 133. 5. Weight of panels must be deducted from values to ablain net allowable load. .,-"~- ~..A",~ .~ ~\. "UNDRtb A.... y~a ~.. ..~ ~. ..~ ~. ..~ o~ ~~ ~~ ...c' :z:. A~ ~. ~ () A ~~ <:>~ ~ .~ '1(0 lN1J'al,A ....... ~~y..""