Does anyone know what does this system involve? A structural engineer recommended this, below and above a window of an external wall that had a crack caused by an internal masonry wall on timber floor. The internal wall has now been replaced with stud wall.
Would the Masonry Reinforcement be necessary to do? As the cause of the problem is now gone.
Would the Masonry Reinforcement be necessary to do? As the cause of the problem is now gone.
