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0.035-inch diameter steel applied torque Axial load axial stiffness boundary conditions brace due brace elements Braces Equilibrium buckling strength circular arcs coefficients COILABLE LATTICE COLUMN coiling the column Coin for joining column Direct strain column Shearing strain coplanar cosXh Critical buckling load d(Xh determined torsional stiff differential equation direction of forces displacement of brace due to coiling elastic strain limit end displacement Euler buckling fabricated Flattening and Coiling flattening the column helical braces individual longeron initial shape l2 pounds load of brace loading pan longeron due longeron elements longeron intersections longeron whose ends longerons and helical longerons remained ness of column parabola permanent deformations radius resulting rotation Segment in Flattened shape of brace Shearing strain produced shown in Figure sinXh soldered stabilize the longerons stiffness and buckling STIFFNESS OF BRACES strain in brace tension test apparatus test segment theoretical value Torsion Test Torsional stiffness tests wire