Question 03 Verify the safety of the cantilever beam AB, illustrated in Fig. 3, according to EC311. The beam, constituted by a) Circular hollow section (CHS 355.6*10 mm) in grade S 275 steel, is subjected to a design load (P) of 1000KN applied with an eccentricity (e) of 1,00m b) Also calculate the rotation about the longitudinal axis at the section of beam AB for each case 7 400cm Fig 3 Design of torsion