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Connections
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Using standard bolted connections in a truss, the actual deflection may well be significantly greater than the original analysed frame deflection, due to bolt slip. How can we take into account the effect of the bolt slip in the calculation model?
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Steel connections are built up from several components from which the weakest one defines the capacity. There could be many connection configurations which are proper for our design situation, but how can we find the most economic one or which pass the design and/or the manufacturing requirements.
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