Graphical Determination of Sags And Stresses for Overhead Line Construction

Cover Graphical Determination of Sags And Stresses for Overhead Line Construction
Graphical Determination of Sags And Stresses for Overhead Line Construction
Guido Semenza
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= weight of ice-covering 1 ft. Long, 1 sq. In. In sectional area (12 cu. In. At 0. 0321 Ib. Per cubic inch), value of x in the formula, P, = xv z d = pres- sure in pounds per square foot: x = 0. 0002 when v = miles per hour, and d = diameter of wire, in inches. The curves in the diagram are applicable within the following limits: Diameter of cable; from No. 2 to No. 000000 B. & S. G. Diameter of wire; from No. 12 to No. 0000 B. & S. G. Sectional area of wire; from 6530 to 212, - 000 circular mi...ls. Ratio (k = D/d) between the diameter of the ice-coating and that of the wire, from 1 to 10. Wind-velocity, v; from 20 miles per hour to 120 miles per hour. Value of ratio m; from 1 to 17. Data necessary for using Chart No. 1 (a) The gauge number (B. & S. G. ) or the diameter, d, or the sectional area, s, of the wire; (b) the wind-velocity, v (in miles per hour) ; (c) the ratio, k, between the external diameter of the ice-coating and the diameter of the conductor. Directions Find the point corresponding to the number (B.

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