An I-section girder has a section modulus of 100×10 –5 m 3 . What will the maximum stress produced be when such a beam is subject to a bending moment of 40 kN m? Select a suitable universal column to...

An I-section girder has a section modulus of 100×10^–5
m³. What will the maximum stress produced be when such a beam is subject to a bending moment of 40 kN m?

Select a suitable universal column to withstand a load of 2 MN, have a length of 3.0 m and be pinned at both ends.