In the SERM there are several references to Moments Shears and Reactions For Continuous Highway Bridges. These references don't explain where the coefficients and formulas are coming from and I am having trouble locating them.
On the attached PDF I think I was able to locate the gamma factor for example 8.16 in Table A4.0 of the mentioned reference above. Mmax is coefficient is at the center of span 1 and Md coefficient is at the very bottom listed as "total area".
However, in Example 8.2, the same formula is used but with "a" as the coefficient (M=awL^2). This example is referring to lane loads only and I'm unable to find where that is pulled from.
This feels like such an easy yet crucial step in calculating moments/shear for bridges so if anyone can shed some light on these formulas or give any tips on the reference I would greatly appreciate it. I'm a buildings guy so AASHTO and anything related are foreign territory.
View attachment Bridge_forum post.pdf
On the attached PDF I think I was able to locate the gamma factor for example 8.16 in Table A4.0 of the mentioned reference above. Mmax is coefficient is at the center of span 1 and Md coefficient is at the very bottom listed as "total area".
However, in Example 8.2, the same formula is used but with "a" as the coefficient (M=awL^2). This example is referring to lane loads only and I'm unable to find where that is pulled from.
This feels like such an easy yet crucial step in calculating moments/shear for bridges so if anyone can shed some light on these formulas or give any tips on the reference I would greatly appreciate it. I'm a buildings guy so AASHTO and anything related are foreign territory.
View attachment Bridge_forum post.pdf