4. Justification of monorail beams
As explained in the preceding paragraphs, the following information is required to justify/verify the cross-sections of monorail beams:
lowering of cart loads (Qc, Qh or Qc + Qh) per roller or pair of rollers;
dynamic coefficient(s) to be applied ;
whether or not it is necessary to consider a horizontal transverse effort and, if so, the value(s) to be considered;
the distance between rollers in the direction of the beam (noted "xW ");
roller spacing (or location of the point of impact of the load on the roller in relation to the edge of the flange, noted "n");
if applicable, specific requirements such as the...
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Justification of monorail beams