To the engineers out there, in a typical 1930 house, what was the regulations for the compressive strength of the brick used?
Was it 5, 10, 15 or 20 N/mm2? Without testing on the brickwork, how would one know?
Thanks in anticipation.
Was it 5, 10, 15 or 20 N/mm2? Without testing on the brickwork, how would one know?
Thanks in anticipation.