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Railway bridge loads 3

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MIKE_311

Structural
Feb 15, 2020
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I'm looking at a protentional redesign of rail bridge. The design calls for and EMD SD70 Locomotive, 33,700 Gallon DOT 112 Tank Car, and a Cooper E60.

AREMA only discusses design using the E80, the E60 is easy enough but I can't seem to find anything on the other two loads.

Sample calcs provided show that only the E60 was used.

Any guidance would be appreciated.
 
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The design calls for and EMD SD70 Locomotive, 33,700 Gallon DOT 112 Tank Car, and a Cooper E60.

...but I can't seem to find anything on the other two loads.

Base the design only on an appropriate Cooper E loading.
Find out what Cooper E loading the locomotive and tank car need. Both will have be designed by manufacturers so that full load is evenly distributed to all axles:

Per this reference, an EMD SD70 Locomotive weighs 394 kips and has 6 axles. Best possible (and also the most likely) case is an axle load of 65.7 kips/axle (394 kips / 6 axles = 65.7 kips/axle).

Per this reference, a 33,700 Gallon DOT 112 Tank Car weighs 263 kips and has 4 axles. Again, best possible and most likely case is an axle load of 65.8 kips/axle (263 kips / 4 axles = 65.8 kips/axle).

Since Cooper E60 is 60 kips/axle... Cooper E60 is not adequate. I suppose you could go to Cooper E70, but might as well conform with typical modern specs and go to Cooper E80.

 
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