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. id <br />PiROD Inc. <br />H2iSF RAILWAY ANALY3I3 PER EIA/TIA-222-F PAOE 1'� <br />WE3T SEATTLE, WA 10-28-2004 11:12:32 (V5.40.009) <br />----------------------------------------------------------- ------------------ <br />MODEL U-3.5 x 80' ( HO' OA) WIND =200 mph BASfi LLEV. = 0' ICE =0.50" <br />External Line Loading File: ZeroLineLoad.dat <br />TOF LOAD-- <br />------------------- <br />TOP LOAD <br />POINT LOADS-- <br />--------------------- <br />SRL229/STANDOFF ARM <br />SRL229/STANDO['F ARM <br />L•OAD <br />(aq.ft.) <br />6.41 <br />HEIGHT <br />(ft.) <br />80 <br />40 <br />FABRICATED SECTIONS-- <br />WIDTH TAPER LENGTH <br /># (ft.) ft/20' (ft.) <br />-- ----- ------ -" --- <br />1 2.00 0.5 20 <br />?. 2.50 0.5 20 <br />3 3.00 0.5 20 <br />�1 3.50 0.5 20 <br />ARM <br />(ft. ) <br />5 31 <br />AREA <br />(eq. ft. ) <br />14 06 <br />14.06 <br />LEG DIA. <br />(in.) <br />1.000 <br />1.250 <br />1.500 <br />1.750 <br />WEIGAT <br />(kips) <br />0 12 <br />FACT. <br />1 00 <br />1.00 <br />LINE <br />(in.) <br />O.G00 <br />DIAGONAL DIA. <br />(in.) <br />------------- <br />0.500 <br />0.500 <br />0.625 <br />0.625 <br />WEIGHT <br />(kipe) <br />0 24 <br />O.19 <br />WEIGHT <br />(kipa) <br />0.361 <br />0.451 <br />0.663 <br />0.777 <br />MAXIMiTId FORCES AND RATIOS TO ALLOWAHLE-- (D+(0.75Wi) + I) <br />LINE <br />(in.) <br />1.000 <br />1.000 <br />#BRC #BRC <br />COMP SHR <br />0 0 <br />0 0 <br />0 0 <br />0 0 <br />LEG COMPRESSION SECTION SHEAR <br />Comp. Comp. Plate Tene. Tene. <br />Induced Al1ow. Induced Allow. Allow. Induced Allow. <br /># (kips) Ratio (kipe) Ratio Ratio (kipe) Ratio <br />-- --------------- ----------------------------------------- <br />1 12.'lfl 0.60 1.37 0.22 NA NA NA <br />?. 26.2G 0.75 2.12 0.45 NA NA NA <br />3 44.43 0.97 3.27 0.48 NA NA NA <br />4 63.17 0.91 4.18 0.70 NA NA NA <br />MlllC RATIOS: 0.97 <br />- TOTAL FOUNDATION REACTIONS - <br />TOTAL SHEAR = 4.18 kipa <br />MOMENT � 187.49 ft-kips <br />COMPRESSION = 63.17 kipe/leg <br />UPLIFT = 60.55 kipa/leg <br />WEIGHT = 3.92 kipe <br />STEEL WEIGHT = 2.25 kipa <br />0.70 <br />- MAXIMUM FOUNDATION REACTIONS - <br />TOTAL SHEAR = 6.00 kipe <br />MOMENT = 199.07 ft-kipe <br />COMPRES3ION = 65.34 kipa/leg <br />UPLIFT = 62.72 kipe/leg <br />WEIGHT = 3.92 kipe <br />STEEL WEIGHT = 2.25 kipa <br />