Three-Point Bridle Leg Tension (3-D)

The exact leg tensions of a three-point bridle from the apex load and each leg's east / north / rise offsets.

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Details, formula, and sources

The 3x3 static equilibrium T1 u1 + T2 u2 + T3 u3 = (0, 0, W) solved by Cramer's rule, with each leg's length and angle. Physical only while every tension is positive - the apex must hang inside the triangle of its attachment points (a rope can only pull), and an asymmetric hang splits 1,000 lb as 497 / 419 / 244, nothing like an even 333 each. A design aid, not a rigging sign-off.

Li = sqrt(e^2 + n^2 + rise^2); ui = (e, n, rise)/Li; T1 u1 + T2 u2 + T3 u3 = (0, 0, W) solved by Cramer's rule; angle_i = asin(rise_i / Li).

Entertainment rigging three-point bridle geometry (static 3-D resolution), by name.

Static bridle resolution is a public statics result; ASME B30.9 governs rigging practice. An ESTIMATE only; the hardware ratings and a qualified rigger govern.

Estimate. Head rigger and manufacturer working-load-limit charts govern. Inspect every piece of hardware before the show.

Field names used by the API: apex_load_lb, e1_ft, n1_ft, r1_ft, e2_ft, n2_ft, r2_ft, e3_ft, n3_ft, r3_ft, t1_lb, t2_lb, t3_lb, angle1_deg

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