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1105 13TH ST 2024-06-07
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Last modified
6/7/2024 7:14:07 AM
Creation date
5/29/2024 12:43:06 PM
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Street Name
13TH ST
Street Number
1105
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SCHEDULE 10 WEIGHTS AND DIMENSIONS <br />WT./FT. <br />WT./LIFT <br />WT./LIFT <br />WT./LIFT <br />NPS <br />NOMINALOD <br />NOMINALID <br />NOMINALWALL <br />WT./FT. <br />H20FILLED <br />PCS./LIFT <br />0 <br />24' <br />25' <br />ILL <br />In. <br />-A <br />In. <br />mm <br />__ <br />Ibi. <br />Ibi. _ <br />L lbs. <br />lbs. <br />lbs. , <br />CRR' <br />1 <br />1315 <br />334 <br />1.097 <br />279 <br />0.109 277 <br />1405 <br />1.814 <br />JO <br />2065 <br />2360 <br />2459 <br />114 <br />1`/1 <br />1.660 <br />42.2 <br />1442 <br />36.6 <br />0.109 277 <br />1.807 <br />2514 <br />61 <br />2315 <br />2645 <br />2756 <br />73 <br />11/1 <br />1900 <br />48.3 <br />1.682 <br />427 <br />0.109 277 <br />2.087 <br />3.049 <br />61 <br />2673 <br />3055 <br />3183 <br />5.8 <br />3 <br />2375 <br />60.3 <br />2157 <br />54.8 <br />0.109 277 <br />2640 <br />4.222 <br />37 <br />2051 <br />2344 <br />2442 <br />47 <br />21/, <br />2875 <br />73.0 <br />2635 <br />66.9 <br />0120 3.05 <br />3.354 <br />5.895 <br />30 <br />2226 <br />2544 <br />2651 <br />3.5 <br />3 <br />3500 <br />889 <br />3.260 <br />828 <br />0120 3.05 <br />4336 <br />7949 <br />19 <br />1730 <br />1977 <br />2060 <br />26 <br />4 <br />4500 <br />1143 <br />4.260 <br />108.2 <br />0120 3.05 <br />5.619 <br />11789 <br />19 <br />2242 <br />2562 <br />2669 <br />1.6 <br />5 <br />5563 <br />1413 <br />5.295 <br />134.5 <br />0.134 340 <br />7780 <br />17309 <br />13 <br />2124 <br />2427 <br />2529 <br />15 <br />6 <br />6.625 <br />1683 <br />6357 <br />161.5 <br />0.134 340 <br />9.298 <br />23.038 <br />10 <br />1953 <br />2232 <br />2325 <br />1.0 <br />8 <br />8.625 <br />219.1 <br />8.249 <br />209.5 <br />0188 478 <br />16960 <br />40.086 <br />J <br />2493 <br />2849 <br />2968 <br />17 <br />10"" <br />10750 <br />273.0 <br />10374 <br />2635 <br />0188 478 <br />21.230 <br />52803 <br />2 <br />892 <br />1019 <br />1062 <br />- <br />SCHEDULE 40 WEIGHTS <br />AND DIMENSIONS <br />WT./FT. <br />WT./LIFT <br />WT./LIFT <br />WT./LIFT <br />NPS <br />NOMINALOD <br />NOMINAL ID <br />NOMINALWALL <br />WT./FT. <br />H20FILLED <br />PCS./LIFT <br />0 <br />24' <br />25' <br />ILL <br />W=� <br />In. <br />mm <br />__ <br />lbs. <br />_• <br />lbs. <br />M <br />CRR' <br />1 <br />1315 <br />334 <br />1049 <br />26.6 <br />0.133 338 <br />1.68 <br />2055 <br />JO <br />2470 <br />2822 <br />2940 <br />1.000 <br />1`/1 <br />1.660 <br />42.2 <br />1380 <br />35.1 <br />0.140 356 <br />227 <br />2922 <br />51 <br />2431 <br />2778 <br />2894 <br />1.000 <br />11/1 <br />1900 <br />48.3 <br />1.610 <br />409 <br />0.145 3.68 <br />272 <br />3.602 <br />44 <br />2513 <br />2872 <br />2992 <br />1.000 <br />3 <br />2375 <br />60.3 <br />2067 <br />525 <br />0154 391 <br />3.66 <br />5.109 <br />24 <br />1845 <br />2108 <br />2196 <br />1.000 <br />21/, <br />2875 <br />73.0 <br />2469 <br />627 <br />0.203 5.16 <br />5.80 <br />2871 <br />20 <br />2436 <br />2784 <br />2900 <br />1.000 <br />3 <br />3500 <br />889 <br />3.068 <br />779 <br />0.216 549 <br />758 <br />10783 <br />13 <br />2069 <br />2365 <br />2464 <br />1.000 <br />31/, <br />4.000 <br />101.6 <br />3548 <br />90.1 <br />0.226 574 <br />9.12 <br />13400 <br />10 <br />1915 <br />2189 <br />2280 <br />1.000 <br />4 <br />4500 <br />1143 <br />4.026 <br />1023 <br />0.237 602 <br />10.80 <br />16311 <br />10 <br />2268 <br />2592 <br />2700 <br />1.000 <br />5 <br />5563 <br />1413 <br />5.047 <br />158.2 <br />0.258 655 <br />14.63 <br />23.262 <br />J <br />2151 <br />2458 <br />2560 <br />1.000 <br />6 <br />6.625 <br />1683 <br />6.065 <br />1541 <br />0.280 211 <br />18.99 <br />31498 <br />5 <br />1994 <br />2279 <br />2374 <br />1.000 <br />8 <br />8.625 <br />219.1 <br />7981 <br />2027 <br />0.322 818 <br />2858 <br />50.240 <br />5 <br />3001 <br />3430 <br />3573 <br />1.000 <br />Calmkted using Stanota d thL CRR course, ULFbe Motecuon Directory Category ✓MY Me CRR 6a ratio value used to measure the abIITy of p2e to withstand mrwYon <br />Tiveaded Schedule 40 steelp2e is usedas the benchmark (value of70) <br />IONWSMedNe IO 6FMAppoved but not UL Listed <br />VL <br />B@ <br />�FMbP <br />1 Council Avenue, PO. Box 608 <br />Into®wheatland com <br />v Wheatland. PA 16161 <br />wheatand. com <br />P 800.2578182 <br />Follow us on Twitter: <br />F 7243467260 <br />®WheatlandTube <br />Wheatland Tube <br />ApWIPN PFSEr6NiN MPYBIRIR <br />
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