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...
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...
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...
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...
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...
