Abstract: A wall bracing system that uses a beam capable of bending to conform to a partially-buckled masonry wall that has buckled inward from external forces, such as hydrostatic pressures to which basement walls are typically exposed. The bracing beam is sufficiently flexible to conform to the partially-buckled wall, enabling the bracing system to apply a relatively uniform pressure against the wall to prevent further inward movement. One end of the beam is secured to the basement floor adjacent the wall, generally not more than the distance the wall has bowed inward, i.e., the horizontal displacement of the primary fracture point of the wall. The upper end of the beam is held in place with a bracket system secured to one or more overhead floor joists. The bracket system applies a force against the upper end of the beam toward the wall. Sufficient pressure is applied against the beam so that at least the upper end of the beam contacts and conforms to the buckled portion of the wall.