Murray's Acceptability Criterion Assumptions
Murray's Acceptability Criterion Assumptions
1. Full composite action regardless of the number of studs.
2. Beam approximated as a single-degree-of-freedom oscillator and is modeled as a uniformly loads simply-supported beam.
3. Heel-drop forcing function modeled as a triangular pulse
4. At least five equally spaced, parallel beams are present, and adjacent beams contribute to the stiffness of the beam under consideration.