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Ok, I understand. Thank you.

I do not have a FEA software that can do this analysis. Is there a manual way around it, or ca this be approximated?

I am reviewing the parapet loading requirement for a steel girder concrete deck bridge and had a question regarding load distribution. Reviewing the uniform application of dead load requirement in AASHTO (Section 4.6.2.2.1 and Section 4.6.1.2.4b), the parapet loading will not be equally...

Ok, will do that. Thanks!

I am reviewing the parapet loading requirement for a steel girder concrete deck bridge and had a question regarding load distribution.  Reviewing the uniform application of dead load requirement in AASHTO (Section 4.6.2.2.1 and Section 4.6.1.2.4b), the parapet loading will not be equally...

I wanted to understand if there was any specific differences between the design of these 2 types of walls. Are the differences limited to less reinforcement needed on the semi-gravity wall due to the larger size of the wall stem AND this larger stem size providing more weight/stability to the...