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that result in a higher wind load All steel constructions are to be hot-dip (zinc) galvanized for corrosion protection, at least The effect of twisting can be accounted for by proper tower design or by using torsion protection guiding wires for supported masts Steel can become brittle at low temperatures Therefore, a proper choice of metal alloy in the construction is essential to account for temperature-dependent effects The strain in wires for supported towers creates a need for adjustment, typically after six months of operation and then regularly every few years Erosion around the foundation can become a problem if the site has been unwisely positioned Local knowledge is essential for avoiding the problem of erosion For example, a site in parts of Africa and the Middle East might seem suitable for several years but can suddenly be transformed into a river Soil testing is also essential when building heavy constructions It is advisable to take several soil samples for analysis A soil test is a sample, 6 to 10 m (20 30 ft) deep, that provides information about soil composition, profile, and density The soil test gives an indication about how to avoid long-term misalignment of the construction due to earth sliding or compression Earthquake loads rarely govern the design of telecommunications antennas and their supporting structures; however, these structures require special considerations of their response characteristics in regions of high seismicity The standard provides design criteria to insure sufficient strength and stability to resist the effects of seismic ground motions for self-supporting and guyed antenna supporting structures Unless otherwise required, earthquake effects are only specified to be considered in very limited areas of high seismic activity



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regulations and standards for civil construction Country-specific standards for civil construction must be followed, with a suitable choice of additional standards to address customer-specific requirements Local construction standards govern the requirements on towers and masts These standards are often locally adapted standards with origins in British or French construction standards Proper quality control of manufactured material and design are key factors for obtaining a high construction standard and longevity Minimum recommended tower strength requirements are published in structural standards or are specified by the customer In Canada, tower strength and design are not regulated, so Canadian Standard S37, Antenna-Supporting Structures A National Standard of Canada, is not a legal requirement





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8 In UHF RFID installation, a linearly polarized patch antenna is replaced with a circularly polarized patch antenna with the same gain What happens to the RF energy emitted A B C D RF energy available to tags is increased by 3 dB RF energy available to tags is reduced by 3 dB RF energy available to tags is reduced by 2 dB There is no change in RF energy available to tags

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In the United States, the tower design and construction standard is ANSI/TIA/EIA-222, Structural Standards for Steel Antenna Towers and Antenna Supporting Structures An American National Standard The latest Rev G of this standard was published in 2006 Revision G of the standard is the first version of the standard that addresses earthquake loading The soil structure at a site has a significant effect on the loads resulting from an earthquake Design parameters are provided for various soil conditions Some manufacturers produce a commercial, over-the-counter type of tower that is designed to criteria other than these two national standards Such a product can provide an owner with a low-cost product for a specific and usually limited application The incidence of failure tends to run higher with structures that do not conform to either the CSA or ANSI standards, and it is advisable to consider the risk and consequences of failure when selecting this kind of product Usually, these types of towers have been designed to survive a specific and uniform wind velocity with no ice loading, and they have little or no safety factor beyond that loading The detailed questions and answers for project work are to be produced and evaluated by experienced civil construction engineers in close cooperation with transmission and microwave engineers, whose requirements must be addressed

The typical time for erecting a mast with prefabricated concrete weights or earth anchors is less than five days Maximum height difference between each leg is 1 m ( 3 ft) The entire mast can be erected with all radio equipment installed at ground level in one or two long sections by using a mobile crane or a helicopter Alternatively, a hoisting device can be installed at the top of the mast for lifting additional sections and radio equipment manually The following general timelines can typically apply for towers under 40 m (120 ft):

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