hi, I'm wondering if this is done correctly. This brick beam is supposed to go up to the roof and be load-bearing, as mentioned. The only reinforcement present is a 10 mm steel rod through it, no reinforcement every 3rd layer. I have claimed that this is wrong and unstable but I'm told it's done correctly. Could someone give me an answer so I know if I should let the project continue or get a new craftsman? Regards
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Vi vill skicka notiser för ämnen du bevakar och händelser som berör dig.
