YACHT OPTICS · Industrial Optical & Ethernet Solutions
YACHT OPTICS supplies industrial-grade optical transceivers, fiber switches, Ethernet switches, media converters, and redundant ring solutions for factory automation, energy, mining, and telecom networks across Africa and Europe.
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How to calculate the foundation dimensions of a communication tower
Suitable steel sections are initially assumed as members of the tower for analyzing the structure. Once the analysis is done members are finalized based on the stresses developing in them, following the codal provisions provided by Indi. Suitable steel sections are initially assumed as members of the tower for analyzing the structure. Once the analysis is done members are finalized based on the stresses developing in them, following the codal provisions provided by Indian Standards. The maximum allowable stresses in the members are given in IS 802 (Part-1). Limiting slenderness rat. Following research has to be carried out for meeting the above objectives: Soil exploration studies. Terminology of communication tower and its components. Different behaviors of towers. Methodology for analysis and design of communication towers. fTo meet these objectives the following work has to be done: Towers are configured with keeping in min. Connect base plate to foundation concrete using 4 Nos 20mm diameter and 300mm long anchor bolts. If weld is to be used for connecting column to base plate check the weld length of filler weeds. fDESIGN OF RAFT FOUNDATION fInitially assume footing size = 5m 5m Uniform load on footing (W) = = = 32 KN/m2 Consider per meter width then load is = 32 KN/m. 3. Design has been done according to IS: 802 using STADD.Pro and following results are obtained: a. Total weight of steel required in superstructure = 9758 Kg. b. Materials required in super structure: S. No Profile Length(m) Weight(Kg) 1. ISA 100x100x12 120.33 2130 2. ISA 80x80x10 170.63 2019 3. ISA 90x90x10 418.69 5609 Total = 9758 f4. Raft found.
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