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Assuming that the beam in Worked Example 1 is only laterally…

Assuming that the beam in Worked Example 1 is only laterally and torsionally restrained at the supports, determine
whether a 356 × 171 × 51 kg m−1 UB section in S275 steel is still suitable?

UB section in S275 steel

Solution

Assuming that the beam in Worked Example 1 is only laterally and torsionally restrained at the supports, determine whether a 356 × 171 × 51 kg m−1 UB section in S275 steel is still suitable? Assuming that the beam in Worked Example 1 is only laterally and torsionally restrained at the supports, determine whether a 356 × 171 × 51 kg m−1 UB section in S275 steel is still suitable?

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