Foundation: Telecom, Transmission, Guyed Tower, Pole Footing - TIA 222F & ACI - Printable Version +- Civil Engineering Association (https://forum.civilea.com) +-- Forum: Civil Engineering Resource (https://forum.civilea.com/forum-1.html) +--- Forum: Civil Engineering Documents (https://forum.civilea.com/forum-89.html) +---- Forum: Engineering Spreadsheet (https://forum.civilea.com/forum-43.html) +---- Thread: Foundation: Telecom, Transmission, Guyed Tower, Pole Footing - TIA 222F & ACI (/thread-9552.html) |
Foundation: Telecom, Transmission, Guyed Tower, Pole Footing - TIA 222F & ACI - mahfuzbangla - 03-14-2010 Single Footing Design - Telecom, Transmission & Guyed Tower & Pole - TIA 222F & ACI
Its a Excel Sheet for Single Footing Design for Telecomm, Transmission & Guyed Tower & Pole according TIA 222F & ACI. Prepared by Engr Jemi Astimo (Tower design Engineer in Indonesia, Good designer). Slight modification has been made afterwards. Here Geotechnical Design of Footing has been considered mainly. Not structural Design, as Single footing of Telecomm tower/Pole is designed considering upward force and sliding force, rather than traditional downward force. Excel sheet or computer program is not always available for single footing design is placed considering uplift and shliding force. If you have time then review and post comment. Everyone will be helped. Anyway, Structural Design of footing is normal. Though attaching another excel sheet for footing structural design by daniel T Li. U can se that Excel sheet made by Daniel T Li is not all time fit for all types of footing, specially footing with uplift force and sliding. Daniel T Li didn't made any check for uplift force and sliding.. Another excel file has been added to remove excel cell password. One Prokon Single footing file has been added... which will show same result as well with the excel sheet. Code: *************************************** Code: *************************************** RE: Single Footing Design - Telecom, Transmission & Guyed Tower & Pole - TIA 222F & ACI - junhe898 - 08-06-2010 mahfuzbangla : Would you please let me know what the conventional way is to strengthen the tower foundation in Asia to resist the uplift? We deal with telecommunication tower always with the additional antennas adding onto the existing tower structure. Regards RE: Single Footing Design - Telecom, Transmission & Guyed Tower & Pole - TIA 222F & ACI - parhyang - 08-06-2010 provide counter weight for uplift / tilt problems. RE: Single Footing Design - Telecom, Transmission & Guyed Tower & Pole - TIA 222F & ACI - durden - 09-09-2010 I believe generally to resist uplift the simplest manner in which to accomplish this is simply to provide additional weight on top of existing footings and provide more resistance. Alternatively deepening i would assume. Regards RE: Foundation: Telecom, Transmission, Guyed Tower, Pole Footing - TIA 222F & ACI - vsa2010 - 08-01-2011 Mirror link of post#1: Code: *************************************** ps:including 4 files 1)Password_To_Unprotect_Excel_Sheet.xla 2)Single Footing Design - Telecomm, Transmission & Guyed Tower & Pole - TIA 222F & ACI.xls 3)Single Footing Prokon - 03-03-10.C15.txt 4)Single Footing Structural Design - Daniel T Li - Unlocked.xls Regards. RE: Foundation: Telecom, Transmission, Guyed Tower, Pole Footing - TIA 222F & ACI - Dell_Brett - 12-12-2012 Compilation of Footing Design Spreadsheets: Code: *************************************** 581 KB Code: *************************************** RE: Foundation: Telecom, Transmission, Guyed Tower, Pole Footing - TIA 222F & ACI - pezhmankhan - 03-28-2013 *************************************** Code: *************************************** RE: Foundation: Telecom, Transmission, Guyed Tower, Pole Footing - TIA 222F & ACI - structural - 06-01-2021 Hi, anyone available to re-upload the files and share links? Thank you MODERATOR NOTE: MEDIAFIRE link in post #6 still working! |