Tragfähigkeit

Balkenbreite

Balkendurchmesser = 10E

A = Intersect(xAxis, yAxis)
c = Circle(A, 5.0)
B = Point(c)
a = Line(B, xAxis)
C, D = Intersect(c, a)
b_1 = OrthogonalLine(B, a)
E, F = Intersect(c, b_1)
d = OrthogonalLine(D, a)
G, H = Intersect(c, d)
e = Segment(F, H)
f = Segment(B, F)
b = Segment(G, B)
h = Segment(G, H)
Text1: "Tragfähigkeit = " + (e * f * f)
K: (6.0 + e, e * f * f / 100.0)
I = Point(xAxis)
J = (6, 6)
L = Point(xAxis)
u = Vector(I, J)
v = Vector(I, L)