The beam AB is a composite section and is formed by welding a PFC Channel2 and a universal beam (UB) Section2 (See Table 1) together as shown in Figure 2(b). The individual sectional properties are given in Figure 2(c) and (d) where x, and y, indicate centroidal axes. C .a B 1/2- -L/2 FATH (a) y (c) UB section (d) PFC Channel Figure 2 Figure 2Table 1. Sectional properties UB Section Section A d mm mm mm mim (x105 mm (x 109 mm 610UB125 16000 617 225 19.6 11.9 986 39.3 2 610UB113 14500 607 228 17.3 11.2 875 34.3 3 610UB101 13000 602 228 14.8 10.6 761 29.3 530U092.4 11800 530 15.6 10.2 554 23.8 5 530UBB2 10500 528 209 13.2 9.6 477 20.1 PFC Channel Section A d b mm mm MIT mm min (x 10# mm 380PFC (x 104 mm' 27.5 7030 340 10 17.5 10 152 6.40 2 300PFC 27 2 5110 300 90 16 72.4 4.04 3 250PFC 28.6 4520 250 90 15 45.1 3.64 a) Determine the bending moment equation (in terms of X, P, and L) at a section located at a distance X from the left support EI d'y - = M = Unanswered b) Determine the slope equation in the terms of in term of x, P and L EI- dy - = EI0 = dx Unanswered () Determine the maximum deflection in term of P and L:. El Vmax = Unanswered d) Determine the moment of inertia lxx with respect to the centroidal axes. La = x10 mm* Unanswered e) Hence, determine the maximum deflection of the beam having a length of 4 m long and applied the load of 30 kN. Use E =200GPa. ymax mm (insert "-" sign if the deflection is downward). Unanswered f) Hence, determine the slope at A rad (insert "-" sign if the slope is clockwise rotation). Unanswered Unanswered