Sheet no. 1 of 2. COOPER E80 RAILROAD LIVE LOAD ON WALL. TRACKS PARALLEL 1 ‘0 STRUCTURAL SECTION. % TRACK. I. n v. /. I. YgY. The Cooper E Loading also has limited use since the loading is largely . The Cooper E80 Loading (4) is useful for the overall design of a bridge in terms. Vertical pressure q shall be based on a distribution width Ld. Ld Is the length of tie plus H,. H, is the height from the bottom of tie to the top of.

Author: Juzil Gulkree
Country: Equatorial Guinea
Language: English (Spanish)
Genre: Finance
Published (Last): 6 May 2007
Pages: 59
PDF File Size: 11.45 Mb
ePub File Size: 12.6 Mb
ISBN: 630-9-46936-489-6
Downloads: 18236
Price: Free* [*Free Regsitration Required]
Uploader: JoJoktilar

Standard design live load vehicles on corrugated pipe can be mostly broken down into the following three groups: For lateral surcharge against walls, I have never seen any railroad require a “dynamic analysis” for the E80 load. Yes Overmod, That’s exactly what I’m doing. Do you have any experience, easy ways to create time-amplitude graph of high speed railways? There are two references you can use to answer your question.

Hello everyone, I was looking for dynamic loading of Cooper E80?

Get our weekly coo;er delivered to your inbox. I will not try to advise on this one other than to mention something I once did that was quite interesting to me.


Promoting, selling, recruiting, coursework and thesis posting is forbidden. Posted by Overmod on Friday, November 09, 9: R80 might be interesting to model an example bridge, using Cooper E rating assumptions, on a computer via FEM and see exactly how the effect of shock affects the validity of the ‘rating’.

So what should I do with Cooper E80? Close this window and log in. Others are more qualified to answer this. It is ok or not I think you are reading too much into this.

COOPER E80 Dynamic Loading – Foundation engineering – Eng-Tips

But in here it have many loads, I don’t understand how to calculate it. So I want to ask experts like you, Paul, Steve Design truck HS20 or design tandem, and Design lane load 0. Now I’m try to distribute live load on each beam. Calculation Live load with Cooper E80 views.

There was a corrugated pedestrian “tunnel” under a railroad track in a filled embankment. By signing up you may also receive occasional reader surveys and special offers from Trains magazine. HL loading is representative of the worst case between these two loading scenarios.

Digital Transformation may be defined in a number of different ways by analysts or enterprise software vendors. I’m checking loaidng steel coopet railway It was built s. He designed them and I built them. Posted by Randy Stahl on Friday, November 09, 5: Download Now Defense manufacturing is all about project manufacturing and project accounting. This loading consists of kip axle loads spaced 5 feet on centers. I once lived in the village of Oregon, WI and was active on a public works committee.


I worked with John for many years at CP.

Calculation Live load with Cooper E80

Think the general idea is Posted by Overmod on Sunday, November 11, The factor for dynamic loading varies with the length of the bridge. I suspect these are relatively slight compared to effect of longitudinal loads and would be considered part of the factor of safety rather than explicitly included.

I have model 3D, so Olading will distribute live load on the beam like this: The answer is easier than you would expect. And yes, HS20 live loading can control for an HL design check. Are you an Engineering professional? Posted by Tran Anh on Wednesday, November 07, 9: