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Amerimax Structural Properties of Beams, Fascia, Panels and Rafters for Use by Design Professionals <br />Structural Element <br />ASSUMES FULL LATERAL BRACING <br />Max Allowable Max Allowable <br />I for deflection I for deflection Moment (top in Moment (bottom Max <br />1 (inA4) top in I (in,%4) bottom calcs (inA4) top calcs (inA4) bottom compression in compression Allowable Ftu or Fu Fty or Fy <br />compression in compression in compression in compression (Ibeft)(Ibf*ft)Shear (Ibf)Material E (ksi)(ksi)(ksi) <br />Rafters <br />0.024"x2"x6.625" Aluminum Rafter 2.283 same <br />0.032"x2"x6.625" Aluminum Rafter 3.072 same <br />0.040"x2"x6.625" Aluminum Rafter 3.873 same <br />0.042"x3"x8" Aluminum Rafter 7.907 same <br />0.024"x3"x3" Aluminum Rafter 0.445 same <br />0.040"x3"x3" Aluminum Rafter 0.742 same <br />Solid Panels <br />0.018"x2.5"x6" Aluminum Panel 0.265 same <br />0.024"x2.5"x6" Aluminum Panel 0.353 same <br />0.032"x2.5"x6" Aluminum Panel 0.471 same <br />0.036"x2.5"x6" Aluminum Panel 0.53 same <br />0.018"x3.5"x12" Aluminum Panel 0.545 same <br />0.024"x3.5"x12" Aluminum Panel 0.727 same <br />0.032"x3.5"x12" Aluminum Panel 0.969 same <br />0.036"x3.5"x12" Aluminum Panel 1.09 same <br />0.018"x2.5"x12" Aluminum Panel 0.25 same <br />0.024"x2.5"x12" Aluminum Panel 0.334 same <br />0.032"x2.5"x12" Aluminum Panel 0.445 sanne <br />0.036"x2.5"x12" Aluminum Panel 0.501 same <br />0.018"x2"x6" Aluminum Panel 0.154 same <br />0.024"x2"x6" Aluminum Panel 0.205 same <br />0.032"x2"x6" Aluminum Panel 0.273 same <br />0.036"x2"x6" Aluminum Panel 0.307 same <br />Aluminum Headers <br />0.042"x3"x8" Aluminum Headei 7.907 same <br />Double 0.042"x3"x8" Aluminum Headei 15.814 same <br />Double 0.040"x2"x6.625" Aluminum Header 7.746 same <br />Aluminum Fascia <br />California Extruded Fascie 3.09 same <br />Classic Extruded Fascii 6.026 6.026 <br />5.5" Extruded Fascia 3.46 same <br />Alaskan Fascia 3.95 same <br />4"x3" Ibeam 3.617 same <br />7"x4" Ibeam 13.857 same <br />Steel Headers <br />0.041"x3"x3" Steel Cloverlea 0.7723 0.7723 <br />Double 0.041"x3"x3" Steel Cloverlea 1.5446 1.5446 <br />12 Gauge Steel C Bean-12.407 12.407 <br />16 Gauge Steel C Bean-5.768 5.768 <br />Double 12 Gauge Steel C Bearr 24.814 24.814 <br />Double 16 Gauge Steel C Bearr 11.536 11.536 <br />ICC ESR 1398 (2009 IBC) 10/11/2011 <br />Fcy <br />(ksi) <br />22 <br />22 <br />1.768 1.714 283 278 132 3004H34 10100 32 25 <br />2.872 2.726 515 504 317 3004H34 10100 32 25 6/10/%,Al / <br />3.873 3.873 823 801 627 3004H34 10100 32 25 <br />7.907 7.907 1061 1038 609 3004H34 10100 32 25 <br />0.445 0.329 124 122 339 3004H34 10100 32 25 <br />0.742 0.742 336 328 1313 3105H25 10100 23 19 <br />OCT 20 2011 <br />0.265 0.235 138 109 221 3004H36 10100 /OFESS#x. <br />0.353 0.326 212 162 528 3004H34 10100 9%- <br />0.471 0.471 302 238 974 3004H34 10100 ,(91 1-45 <br />0.53 0.53 346 280 1192 3004H34 10100 <br />0.525 0.539 301 168 85 3004H36 10100 7 ff»-38 <br />0.721 0.727 368 368 202 3004H34 10100 2106**44 10.969 0.969 514 514 479 3004H34 10100 hi / <br />1.09 1.09 591 591 683 3004H34 10100 4.X V U <br />0.247 0.24 167 154 284 3004H36 10100 <br />0.334 0.33 286 264 673 3004H36 10100 937' <br />0.445 0.445 439 411 1485 3004H36 10100 <br />0.501 0.501 467 348 1751 3004H34 10100 <br />0.154 0.143 104 122 374 3004H36 10100 <br />0.205 0.205 163 155 622 3004H34 10100 <br />0.273 0.273 227 224 966 3004H34 10100 <br />0.307 0.307 260 262 1087 3004H34 10100 <br />7.907 7.907 1061 1038 609 3004H34 10100 <br />15.814 15.814 2122 2076 1218 3004H34 10100 <br />7.746 7.746 1646 1602 1254 3004H34 10100 <br />3.09 3.09 1320 1160 4362 6063T6 10100 30 25 <br />6.026 6.026 3088 3129 11686 6061T6 10100 38 35 <br />3.46 3.46 1564 1538 2884 6105T5 10100 38 35 <br />3.95 .3.95 2348 1664 7812 6105T5 10100 38 35 <br />3.617 3.617 2364 2364 2414 6063T6 10100 30 25 <br />13.857 13.857 6495 6495 4991 6105T5 10100 38 35 <br />n/a n/a 1028 1028 6694 ASTM A653 Grade 40 29000 55 40 <br />n/a n/a 2056 2056 13388 ASTM A653 Grade 40 29000 55 40 <br />n/a n/a 7988 7988 12271 ASTM A653 Grade 50 29000 65 50 <br />n/a n/a 3714 3714 2459 ASTM A653 Grade 50 29000 65 50 <br />n/a n/a 15976 15976 24542 ASTM A653 Grade 50 29000 65 50 M7-2009 <br />n/a n/a 7428 7428 4918 ASTM A653 Grade 50 29000 65 50 NOV 5 2012 <br />Page 59 of 60 <br />22 <br />22 <br />17 <br />35 28 25 <br />32 25 22 <br />32 25 22 <br />32 25 22 <br />35 28 25 <br />32 25 22 <br />32 25 22 1 * <br />32 25 2 <br />35 28 <br />35 28 25 <br />35 28 25 <br />32 25 22 <br />35 28 25 <br />32 25 22 <br />32 25 22 <br />32 25 <br />32 25 <br />32 25 <br />32 25 22 <br />40/99330 <br />h <br />-ree-.. <br />35 //0// / r P / A <br />/bned <br />¢ 4 ONA U ·' 16 <br />9/30110 <br />1 <br />\1