Answer Happy

The continuous beam shown in Figure 1B is constructed using a single hot-rolled I section 360UB50.7. The properties of the section are shown in Table 1B Table 1B Dimension and properties of 410UB59.7 d 406 mm fyf 300 Mpa ly 12.1 X 106 mm4 bf 178 mm fyw 320 MPa Zy 135 x 10³ mm³ tf 12.8 mm Ag 7640 mm² Sy 209 x10³ mm³ d₁ 381 mm Ix 216 x 106 mm4 Ty 39.7 mm tw 7.8 mm Zx 1060 x 10³ mm³ J 337x103 mm4 Tx 168 mm Sx 1200 x 10³ mm³ lw 467 X10⁹ mmⓇ [1 11.4 mm The point loads on the beam, P, consists of a concentrated permanent load (G) of 100kN (including allowance of self-weight) and a concentrated live load (Q) of 200KN. The UDL on the beam, W, consist of a uniformly distributed self-weight of 30kN/m and a uniformly distributed live load 24kN/m. The beam is bent about the major axis and has full lateral restraint. Show, using plastic analysis that the section is either suitable or unsuitable to carry the applied loads. 12 P KN W kN/m 4m- 2m- 2m- B 5 Figure 1B 4m-