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  1. WG

    BUILT UP SECTIONS

    HOW DO YOU CALCULATE THE WELD NEEDED TO SUFFICENTLY DEVELOP A COMPOSITE SECTION? I.E. CONNECTING A WIDE FLANGE TO A CHANNEL.
  2. WG

    SEISMIC ANALYSIS OF MONOPOLE TRANSMISSION TOWERS

    WHAT IS CURRENTLY BEING USED AS FAR AS THE ANALYSIS OF MONOPOLES CONCERNING SIESMIC LOADING. TIA/EIA IS NOT VERY HELPFUL, AND SPECIFIC CODES, I.E. UBC/BOCA ARE NOT VERY APPLICABLE TO MONOPOLE TYPE STRUCTURES. ARE THERE EUROPEAN GUIDELINES FOR THIS???

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