Example 8.4 of SERM 5th edition

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McEngr

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I'm reading the pdf version of the SERM5 and was looking at example 8.4 that references the moment from example 8.3. It appears that the referenced moment of 388 ft-kips is wrong. I believe it should be 396 ft-kips (not using the 356 because that is only used for the girder itself - if I understand correctly).

Any confirmation/comments would be welcome.

Thanks!

 

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