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rri <br /> n <br /> C <br /> TRACTION TREAD LOAD TABLES <br /> 9i.-ArJ KIN U <br /> a Plank Descriptior <br /> u Plan'€: Traction Tread <br /> Width: 12'. <br /> Guage 13 GA <br /> r"Channel Height 1112 cY nn,3i±Ieight <br /> Se: 0.27 In"3 Se: 0.174 in"3 <br /> Mrnax: 53S5 11a-ir Mnrtax: 3438 tb-in <br /> 2=Ghannrl Helot3t <br /> 2'-0 3'-0 4'-0 5'•0 6'-0 7'-0 B'-0 9%0 104-0 <br /> cm U 8139 395 222 '42 99 73 56 44 36 <br /> Y 0 0.057 0.129 0.229 0.357 C.514 6.7 0.91S 1.159 1.4Z9 <br /> n C 8139 593 445 356 298 254 222 19B 178 <br /> "' D 0.045 0.103 0.1B3 8.285 : 0.412 0.56 I 0.732 0.92E 1 143 <br /> EG <br /> n <br /> N 1_512"_Channel lie1 h <br /> 0 2 0 3'.0 (44-0 5.-0 6'-0 7'-0 8'-0 9%0 10'-0 <br /> Co 23 <br /> Co U 513 255 �143: 92 6G 47 36 28 <br /> D 0.07 0.157 1 0.279 0.436 0.627 O.654 1.11 5 4.411 1 742 <br /> C 573 382. 287 229 191, 164 143 127 1151 <br /> ii <br /> 0 C.G56 0.125 0.223 0.3413 0.507 ©.6�83. 0.692 1.129 — 1.394 <br /> Notes: <br /> aiii re `fj f1 _ )0 7 r fr- <br /> U = Uniform toed,psf <br /> C =Concentrated Load, psf _____f <br /> 0 = Defeclksn, in. <br /> 1.)Allowable loads are based on he Latest edilior of AISI, 1986 Edition wr 12111/89 Addendum, <br /> 2.)This table is a Ihecrot,cal calculation of tin allowable bads an.d deflections (or'Re specified sons, There a-e na lest resul's <br /> ;o verify I.he actual load carrying c3Dabil lies. `.1-.is table shoJid be used as a reference only. <br /> b 3.)Loa is and de'lectiors a•e based or slide charr.el defiedbb or.1y. and toes not acc Dull for strut loading of the grating surface <br /> as <br /> m <br /> it- <br />