The old 10k at 18" came from the old BOCA code for parking garage barriers. It was adopted in the UBC after a tragic accident in a California parking garage in the early 1990's. It is not a definitive requirement regarding vehicular impact, and it does not accurately capture the real response. It is better than nothing.
Regards,
Harold Sprague
Date: Fri, 23 May 2008 11:12:36 -0700
From: d.topete73@gmail.com
To: seaint@seaint.org
Subject: Re: Was embedded timber post (80 Tons trailer impact on Structure)
Oh yeah, I forgot the other 3 zeros... i had seen Joe's post about the embedded posts at K-rails to resist the 10kip force at 30" above road surface. Thank you for checking my "fuzzy math."
On Fri, May 23, 2008 at 10:41 AM, Casey K. Hemmatyar <khemmatyar@gmail.com> wrote:
Great David;Just to refresh your memory, it has a 28,340 k-ft of Force but not Energy.Applying Work-Kinetic Energy Theorem:
Wnet = Kf – Ki= ½*mv^2
W [Work]= ½*mv^2
m=mass; kg
v= Speed; meter/sec
W=(½) (80*1016)*(70*1.609*1000/3600)^2=39,779,275 Joules (This is "Work")
1 Joule≈0.73756 ft-lb
F [Force]=39,779,275*0.73756/1000=29,340 ft-k
Regards
Casey K. Hemmatyar, SE
___________________________________________________________
From: David Topete [mailto:d.topete73@gmail.com]
Sent: Friday, May 23, 2008 8:59 AM
To: SEAINT
Subject: Was embedded timber post
http://news.enquirer.com/apps/pbcs.dll/article?AID=/20080521/NEWS01/805210387
If my calcs are correct, an 80-ton trailer at 70 mph creates 26,200 ft-kips of energy. (F = 1/2 mv^2 if my math serves me correctly... ) That is about 10k at 30". Or am i way off?
--
David Topete, SE
--
David Topete, SE
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