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Ga SmIorH <br />7158 S. FLSmidth Drive <br />Midvale, UT 84047 -5559 <br />Panel /Node /Case <br />1/ 2508/ 25 (C) <br />1/ 2509/ 25 (C) <br />1/ 2510/ 25 (C) <br />1/ 2511/ 25 (C) <br />1/ 2512/ 25 (C) <br />1/ 2513/ 25 (C) <br />1/ 2514/ 25 (C) <br />1/ 2515/ 25 (C) <br />1/ 2516/ 25 (C) <br />1/ 2517/ 25 (C) <br />1/ 2518/ 25 (C) <br />1/ 2519/ 25 (C) <br />1/ 2520/ 25 (C) <br />1/ 2521/ 25 (C) <br />1/ 2522/ 25 (C) <br />1/ 2523/ 25 (C) <br />1/ 2524/ 25 (C) <br />1/ 2525/ 25 (C) <br />1/ 2526/ 25 (C) <br />1/ 2527/ 25 (C) <br />1/ 2528/ 25 (C) <br />1/ 2529/ 25 (C) <br />1/ 2530/ 25 (C) <br />1/ 2531/ 25 (C) <br />1/ 2532/ 25 (C) <br />1/ 2533/ 25 (C) <br />1/ 2534/ 25 (C) <br />1/ 2535/ 25 (C) <br />1/ 2536/ 25 (C) <br />1/ 2537/ 25 (C) <br />1/ 2538/ 25 (C) <br />1/ 2539/ 25 (C) <br />1/ 2540/ 25 (C) <br />1/ 2541/ 25 (C) <br />1/ 2542/ 25 (C) <br />1/ 2543/ 25 (C) <br />1/ 2544/ 25 (C) <br />1/ 2545/ 25 (C) <br />1/ 2546/ 25 (C) <br />1/ 2547/ 25 (C) <br />1/ 2548/ 25 (C) <br />1/ 2549/ 25 (C) <br />1/ 2550/ 25 (C) <br />Date : 06/06/12 <br />File: Mill Mat rev.l.rtd <br />tXX (ksi) <br />0 03 <br />0.03 <br />0 03 <br />0.03 <br />0.04 <br />0.04 <br />0.04 <br />0 04 <br />0.04 <br />0.04 <br />0.05 <br />0.05 <br />0.05 <br />0.05 <br />0.05 <br />0.06 <br />0.06 <br />0.06 <br />0.06 <br />0.07 <br />0.07 <br />0.07 <br />0.08 <br />0.08 <br />0.09 <br />0.09 <br />0.09 <br />0.10 <br />0.10 <br />011 <br />0.11 <br />0.11 <br />0.11 <br />0.11 <br />0.10 <br />0.09 <br />0.08 <br />0.06 <br />0.05 <br />0.03 <br />0.02 <br />0.00 <br />-0.01 <br />Engineer: Ed Summers <br />Calc No..: C -005 Job.:11021 <br />Project: Mill Mat rev.1 <br />Client: CC &V <br />tYY (ksi) <br />WNorm. (in) <br />-0.00 - 0.1610 <br />-0.00 - 0.1579 - <br />-0.00 - 0.1547 <br />-0.00 - 0.1515 <br />-0.00 - 0.1483 <br />-0.00 - 0.1451 <br />-0.00 - 0.1419 <br />-0.00 - 0.1388 <br />-0.00 - 0.1358 <br />-0.00 - 0.1329 <br />-0.00 - 0.1301 <br />-0.00 - 0.1275 <br />- 0.00 - 0.1252 <br />- 0.00 - 0.1230 <br />-0.00 - 0.1212 <br />-0.00 - 0.1197 <br />-0.00 - 0.1185 <br />-0.00 - 0.1177 <br />-0.00 - 0.1173 <br />0.00 - 0.1173 <br />0.00 - 0.1177 <br />0.00 - 0.1186 <br />0.00 - 0.1199 <br />0.00 - 0.1217 <br />0.00 - 0.1239 <br />0.00 - 0.1265 <br />0.00 - 0.1296 <br />0.00 - 0.1330 <br />-0.00 - 0.1369 <br />- 0.00 - 0.1410 <br />- 0.00 - 0.1455 <br />-0.00 - 0.1501 <br />-0.00 - 0.1550 <br />- 0.01 - 0.1598 <br />-0.01 - 0.1646 <br />-0.01 - 0.1692 <br />-0.01 - 0.1736 <br />-0.01 - 0.1778 <br />-0 01 - 0.1815 <br />-0.01 - 0.1850 <br />-0.01 - 0.1881 <br />pNorm. (kip /ft2) <br />-0.01 - 0.1910 <br />Page : 29 <br />Robot 2012 © AutoDesk <br />2.68 <br />2.63 <br />2.58 <br />2.52 <br />2.47 <br />2.42 <br />2 37 <br />2.31 <br />2.26 <br />2.21 <br />2.17 <br />2.13 <br />2.09 <br />2.05 <br />2.02 <br />1.99 <br />1 97 <br />1.96 <br />1.95 <br />1.95 <br />1.96 <br />1.98 <br />2.00 <br />2.03 <br />2.06 <br />2.11 <br />2.16 <br />2.22 <br />2.28 <br />2.35 <br />2.42 <br />2.50 <br />2.58 <br />2 66 <br />2.74 <br />2.82 <br />2.89 <br />2.96 <br />3.03 <br />3.08 <br />3.14 <br />3.18 <br />