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    UB section in S275 steel
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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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    grade S 275 steelThe figure shows a simply supported beam and cantilever with Classify the beam challengesQuestion 3.1S/A. Classify the beam challenges shown in Figure 3.1 through Figure 3.5 as stable, determinate, or indeterminate, and state the degree of indeterminacy where necessary. supports for the beamSolved: 3.3, Determine the reactions at the supports for the beam
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