h = The overall height (feet) of the wall form.

y = The point of application of the brace on the wall form, measured in ft from the base of the form.

θ = The angle, in degrees, that the brace makes with the horizontal. For best effect, 0 should be between 20 and

60 degrees.

J = A factor to be applied which includes all constant values (material properties and assumed wind force). It is

measured in ft4. See Table 3-6.

Smax = The maximum safe spacing of braces (feet), center to center, to support the walls against external forces.

cos =- Cosine; the ratio of the distance from the stake to the wall divided by the length of the brace

sin = Sine; the ratio "y" vided by LB.

The design procedure can best be explained by an example problem.

material attached 6 feet from the bottom to the top of the form.

Select material = given 2- by 6-inch by 10 foot (uncut)

J = 3,710 ft4 (from Table 3-6)

Lmax = 6 1/4 feet (because of 2-inch material)

LB = 10 feet