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1 4- C. T Ll U SE COM <br />1 , 2 -" C- -1 .. O -1 <br />truss ongineertng <br />The ALC Truss S-60 is a heavy duty stackable trussing element, available in 3 basic lengths: <br />tiED ' 81§12@il»119*WSiFID <br />@*.10)*)240 245 SPECIFICATIONS <br />t*DUO cm 150 cm 155 <br />0(21*4£1 120 125 <br />Combinations of these 3 available lengths, enable span lengths every 30cm and up to 20m of length. <br />The loading table gives maximum allowable loading weights for different types of loading cases: <br />111#1 Uniformly distributed load (fixed load per meter over total span) <br />1 1 Central point load (Concentrated load in middle of span length) <br />1 1 <br />1 Double point load (2 identical loads devide span in 3 equal lengths) <br />VE}213 92(i€B ®i*233221368 0€(E) 9aM@® d 9 98 J 9 F® 6,136#,0 D <br />03ED ((ID- 9 Uniformly Distributed Load Centr. Point Load Double Point Load Weight <br />cap.(kg/m) obsm kg (total)defl. (mm) Onch)kg / point (lbs)kg / point cms) kg <br />33 14 856 576 2567 7 , 0,27 1284 2834 963 2125 34,5 <br />4 1.8 642 432 2568 7 0,7 1284 2834 963 2126 46 <br />0 to.514 346 2568 9 0.37 1284 2834 963 2128 57,5 <br />@ 10 425 288 2551 13 oi 1275 2815 957 2112 69 <br />9 .an 361 243 2530 17 0.67 1265 2792 949 2094 80,5 <br />. 0 29 298 200 2381 22 o w 1 190 2628 893 1971 92 <br />247 166 2226 27 im 1113 2457 835 1843 103,5 <br />209 iii 2092 34 1.33 1046 2309 784 1731 115 <br />Ud 41 176 tle 1939 39 1.54 970 2141 727 1605 126,5 <br />iE LE 1 50 101 1800 48 1.89 900 1987 675 1490 138 <br />€ so 130 m 1689 56 220 844 1864 633 1398 149,5 <br />90 22 112 75 1563 66 2.61 781 1725 586 1294 161 <br />90 26 97 65 1451 77 301 725 1601 544 1201 172,5 <br />Up 84 56 1337 89 3.51 669 1476 502 1107 184 <br />01 Fia 73 4 1243 102 4.02 622 1372 466 1029 195,5 <br />12 =s>64 0 1161 119 4.69 580 1281 435 961 207 <br />%1 56 58 39 1093 138 5.43 546 1206 410 go. 218,5 <br />&0 410 54 36 1071 166 5.55 536 1182 402 .7 230 <br />3003000 - --'" ' ' - - . £141£31:9*- - - LOAD PER METER - <br />2500 <br />2000 , <br />LOAD t•9 1 <br />Q_· -, 250 <br />' UNIFORMLY1 · 200 <br />- DISTRIBUTED <br />- LOAD·94/ 150 8 - - -POINT LOAD <br />7, 4.... 94<-0 ·· d '.4,,. 7t=65 -- 0,.M1000 4- - 1-4.t,-·7.7.-4.j *1 100 8 DEFLECTION <br />' .I .. , 24.--1L64/9f)53" '.pal, 3.4.aea#.45€ 1 <br />, , 50 <br />- - o <br />3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 SPANIM <br />4 <br />7 <br />3 - 1-3 ' <br />1828*NEEMJWUMS£66,9