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rn <br /> r <br /> n <br /> 0 <br /> Cr1 TRACTION TREA1J LOAD TABLES .✓-1—,,:),.. _f <br /> 7c <br /> Y Park :rescriatior <br /> -0`d P'.3nk Traction Tread <br /> W'idlh• 12' <br /> Guaae 11 GA <br /> 27.Ghanrtef_no-lghl I1!2'ChanOAtH dgi t <br /> se: ).541 ii,3 Se: 0.331 i''A3 <br /> 0 Mmax' 10640 lb-in N,max: 6541 lb-in <br /> 2"ChannelHelght <br /> 2'-0 3'4 ,-41-0 5'-0 6'-0 ?'.a 81-0 91•0 10'-C <br /> U 1752 792 1,I` 445� 255 198 145 n, 111 j 58 71 <br /> D 0.028 I 0.064 01113 • 0.177 0.254 0.345 0,452 0,572 0.706 <br /> n C �1�782 11138 891 713 594 509 445 346 356 D0.141 0.20:t 0 27; t 0-362 0.458 D.5G5 <br /> n O 0.023 0.051 . O.tl9 _-_. <br /> cn <br /> Ed 1112"ChanneLHeLOS <br /> n _ 2'-0 3'-0 4'4) 5'-0 C'•0 _ 7'-0 13'-0 91-0 10'-0 <br /> ry U 1090 484 213 17a 121 89 6B, 54 44 <br /> D 0 035 0.079 0.14 0.2'9 0.315~ 0.429 0.561' 0.71 0.876 <br /> co C 1090 727 545 436 363 311 273. 242$ 218 <br /> D 0028 C 063 0.112 0.175 0.252 0.343 ti 449 0.C6-8? 0.'01 <br /> Notes: <br /> Ur.Uniform Load, ps` <br /> C=Ccneer:Waled Load,psr <br /> 0=De11ec1:m, in. <br /> 1.)A1rcHable bads a A bash or l'ie 'a1e edition of AISI, 1986 Edition w! 12'11189 Atdendr.in. <br /> 2'i This at,e is a theoretical calcu'aton of the allowable loads end ceflectiens for he spc of led spars. --here at n0:es!res1J 1s <br /> ID voisty the actu al loaf: caryi1g capenl'lres_This tame should be used as a reterence ool} <br /> 3,•i Loots arr deflections are cased on site cnanr.el de`ieclior, Orly. rid does rot acccu},for strut loading of he grating sid ia_s <br /> .ti <br /> :v <br /> CM <br /> cD <br /> .p <br />