Single Footing Design – Telecom, Transmission, Guyed Tower and Pole
Single Footing Design - Telecomm, Transmission & Guyed Tower & Pole - TIA 222F & ACI
Single Footing Design_LS_SI units
Single Footing Design_SI units
Single Footing Structural Design - Daniel T Li - US units_Unlocked
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Single Footing_Reinhom_US units
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Single Footing_US units
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.
Downloadrather 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.
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