Unfortunately you missed the whole point of what was said. The OP was concerned with the joists/roof collapsing although I assume he meant the joist/ceiling due to screwing into the joists. The actual strength of the fixing was not raised. So back to my tongue in cheek reply, I'll try and keep it simple for your benefit. Try and imagine 5 planks laid vertically against each other in a vertical direction, spanning an opening, carrying a load. Imagine that the planks are just man enough to carry the load. Now drill completely through one of the planks so in effect there are only four planks carrying the load and the actual structural area decreases by 20%, result - collapse. Now imagine driving a steel rod in between the planks so that they actually are displaced sideways at this point, but are not severed, so the structural area of the wood remains the same, result - the structural area remains the same and the structural stresses are diverted around the hole so no collapse Now extend your thoughts further and imagine that these 5 planks are in fact hundreds of wood fibres making up a single joist. At the end of the day in reality pilot holes or no pilot holes will make zilch difference to the load carrying capacity of the joists and hopefully you get where I was coming from.