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Can someone with expertise in concrete construction clear up an issue for me?

I would think this type of construction was not safe because concrete needs some sort of reinforcement to make up for its low tensile strength. The wikipedia page on rebar (http://en.wikipedia.org/wiki/Rebar) seems to support my concerns, so my question is am I missing something?

Is it possible to make up for a lack of steel reinforcement using special concrete mixtures, or is it perhaps unnecessary for small scale construction?



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