IN the HA loading or loading model 1 how do you adapt this model for different spans of bridges or is the model the same for different span lengths of bridges?
What would an engineer do to this model when wanting to work out the vehicle load for certain dimensions of a bridges?
Thanks


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Syed Zain Nasir

I am Syed Zain Nasir, the founder of <a href=https://www.TheEngineeringProjects.com/>The Engineering Projects</a> (TEP). I am a programmer since 2009 before that I just search things, make small projects and now I am sharing my knowledge through this platform.I also work as a freelancer and did many projects related to programming and electrical circuitry. <a href=https://plus.google.com/+SyedZainNasir/>My Google Profile+</a>

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Syed Zain Nasir