Laserfiche WebLink
WxTower Job Zephyrhills (BU 816298) Page41 of 52 <br /> Project Date <br /> Tower Engiireering TEP No. 26146.157540 16:21:19 06/04/18 <br /> Professionals <br /> 326 Tgon Road <br /> Raleigh,NC27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle on aobre <br /> FAX:(919)661-6350 9 <br /> Inner Bracing Design Data (Compression) <br /> Section Elevation Sire L L„ Ur A P„ Ratio <br /> No. P„ <br /> ft fr Jt in' lb Ib 4)PI, <br /> TI 287.667- L3x3x3/16 10.00 10.00 201.3 1.09 -9 6074 0.002' <br /> 280.084 K=1.00 <br /> T2 280.084- L3x3x3/16 7.73 7.73 155.7 1.09 -8 10156 0.001 ' <br /> 272.5 K=1.00 <br /> T3 272.5- L3x3x3/16 11.87 11.87 239.1 1.09 -47 4308 0.011 ' <br /> 247.333 K=1.00 <br /> T4 247.333- L4x4x1A 14.98 14.98 226.2 1.94 -84 8568 0.010' <br /> 232.583 K=1.00 <br /> T5 232.583- L4x4x 1/4 11.88 11.88 179.4 1.94 -29 13622 0.002' <br /> 222.166 K=1.00 <br /> T6 222.166- L4x4x 1/4 12.79 12.79 193.1 1.94 -21 11753 0.002' <br /> 209.583 K=1.00 <br /> T7 209.583-197 2L3x2x3/16x5/16 19.65 19.65 280.9 1.80 -147 5168 0.028' <br /> K=1.00 <br /> KUR>250(C)-237 <br /> T8 197-181.3 L7x4x3/8 14.99 14.99 159.2 3.98 -45 35473 0.001 ' <br /> K=1.00 <br /> T9 181.3- L3 1/2x2 1/2xl/4 16.36 16.36 266.8 1.44 -39 4570 0.009' <br /> 170.833 K=1.00 <br /> KUR>250(C)-333 <br /> T10 170 833- L3x3x3/16 17.28 17.28 220.8 1.09 -69 5051 0.014' <br /> 146.75 K=1.00 <br /> T11 146.75- L5x3x1/4 19.38 19.38 270.1 1.94 -88 6006 0.015' <br /> 121.667 K=1.00 <br /> KUR>250(C)-454 <br /> T12 121.667- 2L3 1/2x3 1/2xl/4x5/16 21.57 '2157 168.8 3.38 -70 26747 0.003' <br /> 96.5843 K=1.00 <br /> T13 96.5843-71.5 2L2x2-1/2x3/16x5/16 23.76 23.76 240.3 1.62 -70 6326 0.011 ' <br /> K=1.00 <br /> T14 71.5-51.417 2L2 1/2x2 1/2x3/16x5/16 25.96 25.96 273.8 1.80 -59 5439 0.011 ' <br /> K=L00 <br /> KUR>250(C)-646 <br /> T15 51.417- 2L21/2x3xl/4xl/4 27.71 27.71 242.0 2.63 -65 10126 0.006' <br /> 31.334 K=1.00 <br /> T16 31.334-0 2L2 1/2x2 1/2x3/16x5/16 29.47 29.47 310.8 1.80 -78 4220 0.018' <br /> K=1.00 <br /> KUR>250(C)-828 <br /> ' P„ /oP controls <br /> Tension Checks <br /> Leg Design Data Tension <br /> Section Elevation Si=e L L„ Klb• A P„ �P Ratio <br /> No. P„ <br /> ft ft fi in: ib 16 ep <br /> TI 287.667- L5x5x5/16 7.61 7.61 58.2 3.03 310 136350 0.002' <br /> 280.084 <br /> T2 280.084- L5x5x5/16 7.61 7.61 58.2 2.48 827 121052 0.007' <br /> 272.5 <br />