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Hi everyone, I am watching some of the posts in youtube and got interested in this video---Its all about bridging to illiminate or minimize bouncing of floors.. But I am just wondring if this idea could also support a beam against deflection? Instead of sistering the beam, bridge...

thank you Dick!

Is there really a need to dig the basement floor to pour a footing to where the telepost should stand? If so, what is the average dimension of the concrete footing (area, volume)? what will you recommend in correcting a deflected beam, teleposts or sistering the beam? I live in Saskatchewan...