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Recent content by bridgedesigner

  1. bridgedesigner

    Caisson Design information

    hi kbrhea, i am bridgedesigner. you can consult foundation design by teng, foundation analysis and design by bowles, or the book from braja m. das.
  2. bridgedesigner

    AASHTO loading interpretation for Pier design

    dgidwani: hi. i am bridgedesigner. for vertical loads case, aashto some years ago managed, to accomodate trucks in the lanes, if you use hs20, you should know it dimension axis ti axis, the ones that cause the highest reactions, moments, or what you are analyzing for. there was another...
  3. bridgedesigner

    advice for horizontal reactions on trusses

    TO SVEN: THANK YOU VERY MUCH FOR YOUR OBSERVATION, THIS IS A VERY HELPFUL ONE TO ME, AND THIS IS THE EXACT APROACH I HAVE USED FOR THE DESIGN OF BOTH INDUSTRIAL BUILDINGS I HAVE MADE PAST YEAR. BUT SOME ENGINEERS CRITICED ABOUT THE STEEL COLUMNS WERE TOO CONSERVATIVE. BUT THE STRUCTURES ARE...
  4. bridgedesigner

    advice for horizontal reactions on trusses

    THANK YOU VERY MUCH TO LUFTI AND DAVE ATKINS I AGRRE TOTALLY WITH DAVE ATKINS, BUT I SINCERELY COMMENT FROM ME ABOUT THE TOPIC, IS THAT I KNOW MOST PEOPLE IN THE FORUM ARE U.S.A ENGINEERS AND ARCHITECS, MAYBE LOT OF YOY HAVE MASTER DEGREE O EVEN MORE THAN THAT, AND OTHER ARE VERY EXPERIENCED ON...
  5. bridgedesigner

    advice for horizontal reactions on trusses

    TO LUFTI: THANK YOU VERY MUCH FOR YOUR ADVICE. THE PROGRAM I USE IS MAPGC OR PAEM THAT SOLVES TRUSSES AS TWO DIMENSIONALS, AND THE OPTION FOR SUPPORT(IN THE PROGRAM) IS PINNED OR ROLLER, I KNOW WHAT HAPPEN IF I USE ONE SUPPORT ROLLER. I WANT TO TELL YOY I KNOW I CAN SOLVE THE STRUCTURE...
  6. bridgedesigner

    advice for horizontal reactions on trusses

    i am bridgedesigner: happy new year to all people. i have a question, could some one help me with this: i have a structural analysis program( or maybe i solve the truss mannually) for trusses, but it analyse them as planar, two dimensional, in the simplest manner, the support options are pinned...
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