Laserfiche WebLink
<br />~';-- <br /> <br />':!' <br /> <br />-t.. <br /> <br />~ <br /> <br /> FABRICATED SECTION DATA <br />SECTION SEC SECTION LEG!WALI. BRACE SECTION <br />LENGTH , PARTf SIZE SIze WEIGHT OIAM LENGTH , <br />20' S- 1.5 100:310 7/B , 1/2 ' 206' 3/B ' 2-1/2' 9 <br />20' S- 2.0 100:311 1 , 9/16' 2B6' 1/2 ' 3' 9 <br />20' S- 2.5 100312 1- 1/" , 5/B ' """, 9/16' 3-1/2 ' 9 <br />20' 5- 3.0 1002"3 1- 1(2 9/16' 5501' <br /> <br />,.-------. <br /> <br />I <br /> <br />~ t- 1'-3" <br /> <br />~ <br /> <br /> <br />~ <br /> <br />S - 1.5 <br />PIN 100310 <br /> <br />A <br /> <br />VIEW A <br />TYPICAL LEG CONNECTION <br />FOR FABRICATED SECTIONS <br /> <br />S - 2.0 <br />PIN 100311 <br /> <br /> <br />VIEW B <br /> <br />~ <br /> <br />t- <br /> <br />2' <br /> <br />BO' <br /> <br />S - 2.5 <br />PIN 100312 <br /> <br />S - 3.0 <br />PIN 100243 <br /> <br /> <br />2'- 6' <br /> <br />I <br />I <br />I <br />I <br />i <br />I <br />I <br />i <br /> <br />1----'- --------------.-, <br />I NOTES <br />'11. TOWER DESIGN CONFORMS TO EIA STANOARD RS-222-D FOR BO MPH BASIC WIND SPEED WITH 0.50' RAOIAL ICE WITH LOAD DUE TO WIND <br />~eoUCED BY 25: WHEN CONSIDERED SIMULTANEOUSLY WITH ICE PER SECTION 2.3.15 OF THE STANDARD. <br />i a. MATERIAL: (A) TOWER MEMBERS 3/4' ANO LARGER: Fy-SO, 000 PSI. IB) TOWER MEMBERS LESS THAN 3/'" FY-35, 000 PSI. <br />I ~. BASE REACTIONS; TOTAL WEIGHT - 2.7 KIPS. MAXIMUM COMPRESSION - 4:3.3 KIPS PER LEG. <br />MOMENT _ 110.2 KIp-FT. MAXIMUM UPLIFT - "1.5 KIPS PER LEG. <br />MAXIMUM SHEAR - 2.3 KIPS TOTAL. <br />I 4. FINIS~ HOT DIPPED GALVANIZED AFTER FABRICATION. <br />S. ANTENNAS; KEA THER RADAR AT TOP OF TDKER <br />I MARTI ANTENNA AT 7S' <br />I 6. MIN. WELDS .1/'" UNLESS.OTHERWISE SPECIFIED. <br />I 7. EIA GROUNDING FOR TOWER. <br /> <br />I <br /> <br />I <br />I <br />I <br />I <br />I CHG <br />i LET OESCRIPTIO <br /> <br />L.;.;.128".:=-.--.--..-...-.----.-.----... <br /> <br />B <br /> <br />t- <br /> <br />3' <br />C-C <br /> <br />ALl. WELOING TO CONFORM TO AWS SPECIFICATIONS. <br /> <br />i <br />I <br />I <br />! <br />i <br />I <br />I <br />I <br />I <br />I <br />i <br />I <br /> <br />TIM'S TOWER SERVICE r ........-...---....-...........-..---j <br />PART NO. 06 5 5 <br />ST. CLOUD, MINNESOTA l . 1 ~ 4 I <br />NAME-'-'---" -..- -... n.... .. -- - -'---1''''- '---':'--'--'--~"--- .~ <br />U 3 . 0 X BO ' i <br />SELF-SUPPORTING TOWER PI -ROD. INC, i <br />. APPROVElfBY---'1 OR . Err .....DAT~ PLYMOUTH, INDIANA 4656311 <br />OATE I _____~.~~F!:~:-:,JU:,::~ ",,,,,__,,_____'__'_"_ ...___., <br />REG. ENGINEER SCALE DWG.NO. 16 8 PAGE <br />REVISIONS REG .~~___ A:..~OTED I 1073~1.) 11 46- 1 OF 2! <br /> <br />'" STL ANTENNA AT 7S' <br />