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11-1088 (SOL) Revision 1 Structural Calcs
7 AMD Molded. FRP. Grating Specifications " Structure Available Molded Grating Profiles Integra one-piece construction distributes the load to both bearin and cross bars. _ w Contini tous fiberglass roving winding in alternating layers is thoroughly wetted with polyester resin. When the load 1,. is a0pli ad to the grating bars; the weight is transferred . to adjoining cross bars and bearing bars for even load distribution.. N • Slip -resistant top surface.. `i Available Sizes . 7 8 • - � � ' � .may. !— is i LIP 2��1 Molded.FRP Grating Load ,& Defecti®n Data Concent rated Line Load .y °'` a - Ilne bad -under span' mesh heightac.X`, t9edenei; n A" concentrated Ime load.(Ibs/foot of width) ` s1 hn) (In) (Ina ? Ilbs/footof widt�x.',L. ." 100 250 500 750 11000 1500 2000 12.;`-,v .1Sz'.1.5 ,5/8: 0039x-.0:098-. 0.195_ 0.293; 0389,,;:1 +•X +;»:o 308s";'.c'£•=F�1. 1.5 x 1.5 1 0.009 0.02 0.04 0.06 0.68 0.119 0.159 1504 X'4.6 1 ` R 0 006::b:013 ;, 0:027 0 04; ,y 0 054-, �9.081,„� 0.107 1.5 x 1.5 1.5 0.004 0.009 0.019 0.028 0.037 0.056 0.075 13209 10x-6.0, r 15-" •'-� 0004-? O.D07r0:.013 0019,° 00254:.0,0381 005`, 4813. ' 2.0 x 2.0 2 .' 0.002 10.006 10.012 0.019 0.025 0.037 0.05 14808 0133:- 0.336 1 J34 1.5 x 1.5 1 0.027 0.069 0.137 0.207 10.275 0.413 654 "i 1.0x CG ,1 •, ;x ,0077 ':0.043y: _0.085 0128i� 017 - `02561 0:347+, tO55R .A ; 1.5 x 1.5 1.5 0.008 0.02,' 0.041 0.062 0.081 0.123 0.164 2198 tO'k 6.0, 1.5 : x `.` 0.006.-0.015..; '0:029 0 049:1- 0 058; 6.087-,,' 0;116 2,0 x 2.0 2 0.005 0.013 0.026 0.04 0.052 0.079 0.105 3419 z 1:5 5/8 x -`:a 73"3. 1.5 x 1.5 1 0.069 0.173 0.345 348 1.0x`4:0 1�.: 0.0.44:-. 1V, 0:22 ' 033 'a 044 ."'',*t�„�t; -'� 546' 1.5 x 1.5 15 0.02 0.05 0.099 0.148 0.198 0.296 0.395 11216 - ].O.z,6:0 0.014-' 0.035-, 0.069 - 0.104-x_ 0138%`._ 0.207.E 0.276 1740„ 2.0 x 2.0 2 0.012 0.03 0.061 0.091 10.121 0.183 0.243 1974 ._ 1.0 x 4.0 1 0.154 10.391 231 0.167- JOJ33'0.501' 1.0 x 6.0 1.5 0.046 0.117 0.232 0.348 0.464 775 ra 2.O X2.0 2 0.039- -0098 . '0.196. •0:294' 0.392 A 588 7-77 39 1.0 x 4.0 1 0.197. 0.499 198 0.1574, c0399 1.0 x 6.0 1S 0.109 0.276 055 436 '2:0x2:0 2-' 6.091:°023`;.'0.458 54 - 1.5 x 1.5 1.5 0.225 0.57 238 1:,1.0,x 6.0 2.0 x 2.0 12 0.129 0.328 10.652 1414 .60:,;" 1.S.zli5 1.0 x 6.0 1.5 0.214 0.543 1 1278 20)12.0 2 01784•, 045 335pw`� PROJECT SHEET NO. Coker Solar Trellis B.G. STRUCTURAL JOB NO. 902.23 ITEM Building & Safety #1 ENGINEERING DATE Oct. 2011 -Comment #2 ENGINEER BG