Traduction de «deflection the plumb line » (Anglais → Français) :

angle of deviation of the vertical | deflection of the plumb line | deflection of the vertical(USA)

plumb-line [ plumb | take the plumb | test the plumb ]

curvature of the plumb line | curvature of the vertical

disturbance of the plumb line | perturbation of the vertical

Commencing at the intersection of the ordinary high-water mark of Baie Clarke with a plumb line originating from the centre of the bridge of Pointe de l’Est at its northwesterly end; thence southwesterly in a straight line (in Havre de la Grande Entrée) to a point situated 200 m from the ordinary high-water mark and on the extension southeasterly of the most easterly limit of lot 20-23-3 of the Cadastre of the Île Coffin; thence northwesterly following that extension line ...[+++] and easterly limit to its northerly end; thence northwesterly following the easterly limits of lots 20-23-3, 20-23-2, 20-23-1 and its extension in the Gulf of St. Lawrence to a point situated 200 m measured at right angle to the ordinary high-water mark of that Gulf; thence easterly following a line at 200 m from that water mark to a point situated 2 000 m in a straight line from that point; thence southerly in a straight line to the intersection of the westerly bank of an unnamed creek with the ordinary high-water mark of Baie Clarke (at approximate latitude 47°37′10″N and approximate longitude 61°28′25″W); thence southwesterly following that water mark to the point of commencement;

Somewhere along the line, there has to be some sort of arbiter who says where the plumb line is, that there is a measure we can apply that will be recognized by Finland, Japan, and other countries in the world.

Commencing at the point of intersection of the Southerly side of the old Champlain road with the line parallel to and thirty-five feet (35’) distant, North Westerly, from the centre line of the new Champlain road, the said point of intersection being hereinafter referred to as point A; thence in a South Westerly direction along a straight line, distant twenty feet (20’) and parallel to the edge of the pavement of the new Champlain road, a distance of three hundred and forty feet (340’) more or less, to a point hereinafter referred to as point B; thence in a South Easterly direction along a straight line at right angle with the precedin ...[+++]g line a distance of seventeen feet (17’), more or less; thence in a South Westerly direction along a straight line, in the same direction as the line joining points A and B hereinbefore mentioned, a distance of one hundred and forty feet, (140’) more or less; thence in a South Westerly direction along a straight line making a deflection angle of 20° 45’ to the left with the preceding line a distance of ninety feet (90’), more or less; thence in a Southerly direction along a straight line parallel to and distant twenty feet (20’) Westerly from the Western edge of pavement of the new Champlain road, a distance of two hundred and twenty feet (220’), more or less, to the Eastern side of the old Champlain road; thence in a general North Easterly direction along the said Eastern side and Southern side of the said old Champlain road to the point of commencement.

As the load is applied, the values Fv (N) (i.e. static load force exerted by the beam) and Dv (mm) (i.e. vertical deflection of the beam at the point of, and in line with, the load application) shall be recorded simultaneously at deflection increments of 15 mm or less to ensure sufficient accuracy.