Jan 17, 2005 #1 ANDRELIS Civil/Environmental Joined Jan 17, 2005 Messages 1 Location LT Can't find anything useful about impact load calculation on viaducs when the transport accsident occurs (hits the viaduct piers, beams...). I would realy appreciate any info. Thanks
Can't find anything useful about impact load calculation on viaducs when the transport accsident occurs (hits the viaduct piers, beams...). I would realy appreciate any info. Thanks
Jan 17, 2005 #2 bridgebuster Active member Joined Jun 27, 1999 Messages 3,970 Location US AASHTO LRFD discusses a 400 k equivalent static load for substructure impact. I don't have a copy handy at the moment to cite the specific passage. Upvote 0 Downvote
AASHTO LRFD discusses a 400 k equivalent static load for substructure impact. I don't have a copy handy at the moment to cite the specific passage.