Ploss = (P1 - P2 ) / L
Pavg = ½ (2·P1 - b·Ploss)
P = Pavg·b·W
q = P / (b·c)
qtot = q + mat weight
f = 3·q·a²·n/d²
1200 psi maximum allowed
V = 1.5·q·a/d
100 psi maximum allowed
Not for construction use. For pre-planning only.