For many applications, FRP anchors are primarily loaded in shear.
These surrounding areas, which probably did not have large amount of co-seismic slips, were primarily loaded by the coseismic slip of the mainshock asperity.
Long bones were grouped together because they are similar with respect to mechanical properties, as they are primarily loaded with bending and are composed of mostly cortical bone.
As shown in figure 3A, 94.8% of patients were primarily loaded with 600 mg clopidogrel, 5% with 60 mg prasugrel (STEMI patients <75 years and >60 kg without history of stroke) and 0.2% with 180 mg ticagrelor (known clopidogrel allergy).
STEMI patients younger than 75 years and weighing more than 60 kg without history of stroke were primarily loaded with 60 mg prasugrel due to the local standard operating procedure of the Viennese STEMI network.
In vivo strain studies have also shown that in mammals, limbs of taxa of smaller body size are primarily loaded in tension, whereas compression predominates in larger taxa, resulting from postural differences with size (also related to the dynamic similarity hypothesis).
The compressive creep behavior is sensitive to the geometry of the woven structures: fewer wires perpendicular to the load and fewer bonds between wires cause lower creep resistance of the woven structure, due to a reduction in load transfer from the longitudinal wires (which are primarily load-bearing) and the perpendicular wires.
Long bones, which are formed by endochondral ossification, are primarily uniaxially loaded in the mid-diaphysis (although significant torsional forces are present at the extremities, for example at the femoral head).
Laboratory experimentation concluded that lateral wheel load is primarily distributed to three crossties, the relationship between lateral wheel load and lateral force resisted by field side angled guide plate is non-linear, and that the design of the Skl-style fastening system allows lateral force to be transferred into the crosstie below the worst case concrete compressive fatigue strength.
Although a parametric study is limited by some of the application, it is shown that passive pile loading is primarily affected by soil profile, pile head boundary condition, magnitude of embankment load, and average degree of consolidation.
