AASHTO LRFD Bridge Design Specifications 2020 provides an equation for the nominal resistance of footings on or adjacent to slopes Eq. 10.6.3.1.2c-1. This equation uses Nc and Nγ instead of Ncm and Nγm in Eq. 10.6.3.1.2a-2 and Eq. 10.6.3.1.2a-4, and removes the Cwγ term. It appears Eq...
I am looking for some type of documentation to help support (or argue against) this statement:
"IBC 2015 load combinations including .5L + 1.6S, and 1.6L + .5S, were not considered in the design of the roof deck. Because the assembly area is outdoors, an extreme snow load (1.6S) will result in...
In RISA's design guide they state:
"Setting the Number of Sections to '2' will only report end forces which might be desirable for connection calculation but not when looking for maximum forces along a members length. There is a printing option for end forces that is the equivalent to setting...
