UNIPEPPA LOGO 04

Start Selling, Start Freelance Architecture, Mechanical, Electrical, And Civil Engineering Services, Join Users At CivilTalki.com

1.7k views

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?

Related Content

Study Notes

★★★★★★
★★★★★
1.7k views
Scroll to Top