def test_point_cflexure():
E = Symbol('E')
I = Symbol('I')
b = Beam(10, E, I)
b.apply_load(-4, 0, -1)
b.apply_load(-46, 6, -1)
b.apply_load(10, 2, -1)
b.apply_load(20, 4, -1)
b.apply_load(3, 6, 0)
assert b.point_cflexure() == [S(10)/3]
def test_point_cflexure():
E = Symbol('E')
I = Symbol('I')
b = Beam(10, E, I)
b.apply_load(-4, 0, -1)
b.apply_load(-46, 6, -1)
b.apply_load(10, 2, -1)
b.apply_load(20, 4, -1)
b.apply_load(3, 6, 0)
assert b.point_cflexure() == [S(10)/3]
def test_point_cflexure():
E = Symbol("E")
I = Symbol("I")
b = Beam(10, E, I)
b.apply_load(-4, 0, -1)
b.apply_load(-46, 6, -1)
b.apply_load(10, 2, -1)
b.apply_load(20, 4, -1)
b.apply_load(3, 6, 0)
assert b.point_cflexure() == [Rational(10, 3)]
