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TJLX m SERIES LOAD TABLES <br />Parallel Chord ■ Open -Web Series <br />T <br />393 <br />J' <br />343 <br />... <br />389 <br />381 <br />- <br />370 <br />358 <br />344 <br />330 <br />317 <br />304 <br />293 <br />281 <br />270 <br />259. <br />287 <br />329 <br />293 <br />337 <br />289 <br />332 <br />283 <br />325 <br />274 <br />316 <br />265 <br />305 <br />256 <br />294 <br />246 <br />283 <br />237 <br />272 <br />229 <br />263 <br />220 <br />253 <br />212 <br />244 <br />204 <br />234 <br />221 ' <br />359 <br />366 <br />361 <br />353 <br />343 <br />332 <br />320 <br />308 <br />296 <br />286 <br />275 <br />265 <br />255 <br />269 <br />308 <br />274 <br />316 <br />270 <br />311 <br />264 <br />303 <br />256 <br />294 <br />248 <br />285 <br />239 <br />275 <br />231 <br />265 <br />Z24 <br />257 <br />215 <br />248 <br />208 <br />239 <br />Z00 <br />230 <br />_- 140 <br />184 <br />232 <br />336 <br />343 <br />338 <br />330 <br />320 <br />310 <br />299 <br />289 <br />280 <br />269 <br />260 <br />250 <br />248 <br />284 <br />259 <br />297 <br />254 <br />292 <br />247 <br />284 <br />240 <br />276 <br />233 <br />2G8 <br />225 <br />259 <br />218 <br />251 <br />21F <br />243 <br />204 <br />234 <br />197 <br />226 <br />20 ? <br />93 <br />1221 <br />123 <br />156 <br />191 <br />310 <br />229 <br />318 <br />317 <br />309 <br />300 <br />291 <br />281 <br />Z73 <br />264 <br />255 <br />Z46 <br />167 <br />244 <br />280 <br />239 <br />275 <br />233 <br />268 <br />226 <br />261 <br />220 <br />253 <br />214 <br />246 <br />207 <br />238 <br />200 <br />230 <br />193 <br />22Z <br />22 <br />71 <br />181 <br />93 <br />209 <br />119 <br />146 <br />• <br />176 <br />282 <br />207 <br />Z94 <br />293 <br />291 <br />283 <br />275 <br />267 <br />259 <br />250 <br />242 <br />140 <br />163 <br />_ <br />231 <br />265 <br />226 <br />260 <br />221 <br />254 <br />214 <br />247 <br />209 <br />240 <br />70*4 <br />233 <br />196 <br />226 <br />T90 <br />Z19 <br />24 ' <br />55 152 <br />73 <br />177 <br />92 <br />204 <br />114 <br />'. 138 1 <br />163 <br />268 <br />189 <br />274 <br />217 <br />273 <br />273 <br />268 <br />261 <br />253 <br />246 <br />238 <br />120 <br />139 <br />' <br />211 <br />242 <br />215 <br />247 <br />210 <br />241 <br />205 <br />235 <br />199 <br />229 <br />143 <br />222 <br />187 <br />Z15 <br />Zb 43 <br />130 <br />57 <br />151 <br />73^ <br />172 <br />91 <br />110 <br />130, <br />152 <br />24G <br />174 <br />254 <br />197 <br />254 <br />254 <br />254 <br />249 <br />241 <br />234 <br />103 <br />120 <br />136 <br />201 <br />231 <br />205 <br />233 <br />200 <br />230 <br />195 <br />224 <br />189 <br />218 <br />184 <br />212 <br />28 <br />39 <br />108 <br />46 <br />130 <br />59 <br />148 <br />73 <br />16G <br />89 <br />106 <br />23 <br />2Z0 <br />142 <br />236 <br />167 <br />236 <br />181 <br />236 <br />236 <br />236 <br />236 <br />230 <br />88 <br />104 <br />119 <br />133 <br />. <br />186 <br />213 <br />191 <br />218 <br />191 <br />220 <br />i86 <br />214 <br />1.81 <br />208 <br />30 <br />88 <br />38 <br />114 <br />48 <br />129 <br />GO <br />145 <br />117 <br />73 <br />161 <br />87 <br />101 <br />117 <br />133 <br />Z19 <br />150 <br />169 <br />220 <br />194 <br />168 <br />173 <br />220 <br />198 <br />185 <br />220 <br />220 <br />220 <br />73 <br />92 <br />105 <br />179 206 <br />179 206 <br />178 <br />205 <br />32'- <br />40 <br />114 <br />50 <br />127 <br />61 <br />41 <br />72 <br />85 <br />98 <br />111 <br />199 <br />126 <br />206 <br />140 <br />206 <br />156 <br />206 <br />171 <br />206 <br />206 <br />73 <br />98 <br />104 <br />115 <br />182 <br />162 <br />186 <br />167 <br />192 <br />169 <br />194 <br />61 <br />81 <br />93 <br />34' <br />61 <br />82 <br />34 <br />101 <br />42 <br />113 <br />93 <br />51 <br />125 <br />103 <br />61 <br />137 <br />113 <br />71 <br />82 <br />94 <br />106 <br />185 <br />119 <br />194 <br />132 <br />194 <br />145 <br />194 <br />159 <br />193 <br />52 <br />69 <br />83 <br />155 178 <br />156 <br />r80 <br />36 <br />52 <br />69 <br />89 <br />35 <br />101 <br />43 <br />112 <br />51 <br />123 <br />60 <br />134 <br />70 <br />80 <br />90 <br />101 <br />175 <br />113 <br />183 <br />124 <br />182 <br />136 <br />179 <br />44 <br />59 <br />74 <br />83 <br />92 <br />101 <br />52 <br />120 <br />GO <br />68 <br />78 <br />87 <br />97 <br />166 <br />107 <br />174 <br />f46 <br />118 <br />167 <br />169 <br />38 <br />44 <br />59 <br />76 <br />30 <br />90 <br />37 <br />100 <br />44 <br />110 <br />40"38 <br />38 <br />50 <br />50 <br />65 <br />65 <br />75 <br />81 <br />32 <br />83 <br />91 <br />38 <br />91 <br />99 <br />44 <br />100 <br />108 <br />52 <br />45 <br />717 <br />106 <br />59 <br />51 <br />114 <br />67 <br />58 <br />75 <br />66 <br />Q <br />84 <br />73 <br />93 <br />81 <br />157 <br />47 <br />102 <br />159 <br />89 <br />150 <br />44 <br />44 <br />56 <br />56 <br />68 <br />70 <br />75 <br />82 <br />83 <br />33 90 <br />,„ 90 <br />39 98 <br />38 <br />49 <br />61 <br />69 <br />76 <br />82 <br />89 <br />'4' <br />104 <br />51 <br />57 <br />64 <br />71 <br />78 <br />141 <br />--�' <br />38 <br />49 <br />61 <br />75 <br />82 <br />34 89 <br />39 97 <br />5 <br />_ . <br />43 <br />54 <br />63 <br />69 <br />75 <br />ffr, 81 <br />88 <br />'. <br />43 <br />54 <br />66 <br />75 <br />82 <br />34 89 <br />75 <br />.39 95 <br />81 <br />45 102 <br />51 56 <br />63 69 <br />38 <br />47 <br />58 <br />63 <br />G9 <br />38 <br />47 <br />58 <br />69 <br />75 <br />81 <br />35 88 <br />40 94 <br />45 100 50 <br />56 G1 <br />42 <br />51 <br />58 <br />64 <br />69 <br />74 <br />79 <br />42, <br />51 <br />61 <br />69 <br />75 <br />81 <br />86 <br />40 92 44 98 <br />49 55 <br />•37 <br />46 <br />54 <br />59 <br />64 <br />69 <br />73 <br />78 <br />52' <br />37 <br />46 <br />55 <br />64 <br />69 <br />75 <br />80 <br />85 <br />40 90 <br />44 49 <br />41 <br />49 <br />55 <br />59 <br />64 <br />68 <br />73 <br />54' <br />41 <br />49 <br />58 <br />64 <br />69 <br />74 <br />79 <br />84 <br />40 89 <br />44 <br />37 <br />44 <br />51 <br />55 <br />59 <br />63 <br />67 <br />72 <br />56' <br />37 <br />44 <br />52 <br />60 <br />64 <br />69 <br />73 <br />78 <br />82 <br />87 <br />40 <br />47 <br />SI <br />55 <br />59 <br />63 <br />67 <br />71 <br />40 <br />47 <br />55 <br />60 <br />64 <br />68 <br />73 <br />77 <br />$1 <br />42 <br />48 <br />51 <br />55 <br />59 <br />62 <br />66 <br />w, <br />49 <br />56 <br />60 <br />64 <br />68 <br />72 <br />76 <br />36 <br />42 <br />See page 14 for available depths and profiles. For deepp�tnss andpromes not snown, use : NOTES ] raed-(,UL e a �� �� �� r�� " • - ••• •••_ __.___--r- vf� <br />GENERAL w 6' +14 i j/za. ^ ( "_` aS* � ; <br />i^y'� <br />• See page 3 for instructions on how to use this table. • Values in 11IMareas may be in?KM e 7% for repetitive member usa ' the <br />a e 33 are met. <br />• Values shown are maximum allowable load ca ►ti :Open- ;' cusses g = �� <br />will be custom designed to the specifi oad 1 sin bo ntrolled minimu concentrated load naly is as <br />• Straight line interpolations may be de between depth5 s.�red by the BOCA. BCCI an BC b aide �e <br />• Values shown are maximum allow le load capacities of the tru ses 1n PLF s lble where minimu conce trated to ys}s e 1 <br />Use Tj-Beam® software o conta tyour Trus joist representati for ssista e. <br />based on: <br />— Simple span, uniformly loaded nditions, with provis s for Vsitive A To size floor trusses: <br />drainage (1/8" per foot slope mini roof applicat' Che"asedoi <br />00% L ) and total load (100% TL). When live load is not <br />— An assumed 22% ratio of dead load t total load (e.g.:158 sf ive/20 ps shown,o r .Total load values limit deflection to L/240. Live load <br />partition/20 psf dead) for 100%values, n assumed %ratio of dead load values are RESIDENTIAL FLOOR DEFLECTION LIMIT shown on <br />to total load (e. 30 psf live/10 psf dea o alues; an ass ed page 32 and ass e a n lied floor system. Live load (11)0% LL) values may be <br />g.: o m eased with ailed floor system; use the T)-Beam® software or contact <br />38% ratio of dead load to total load (e.g.: 20 psf )ive sf de r 125 /o ou representative for assistance. <br />values. These 'tables may be non -conservative if the actual ratios <br />higher. A more accurate analysis can be obtained by using TI-Beam® To size roof trusses: <br />software. Check the appropriate snow load area (115% TL) or non -snow load area (125%TL) <br />— Top chord no -notch bearing clips with 13/4" bearing. Higher values may be value to determine the maximum allowable total load. Total load (115%TL and <br />possible with other types of bearing clips. 125% TL) values limit truss deflection to L/180. <br />• These tables may also be used for bottom chord bearing trusses with or Consult local codes to verify deflection limits required for specific applications. <br />without cantilevers —at one or both ends. Cantilevers are limited to of the <br />main span provided the inboard shear for cantilevered conditions is limited <br />to 25001bs. <br />m <br />