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)]