3444 stress at the POI. Make sure that you label the shear and bending moment diagrams with all values shown. Write the equations forX being between 15 and 19 feet 30kft Ay, la.b구k Bur 29.33k POT 0.4' 3' a' a' 0.16' = 0,loaL ft %3D 3' I= 0.005a6fi Por POI 15EXE19 IM Meynt

Problem #8: For the beam and loading shown below compute the state of stress at point B (components of the 3x3 matrix), report your answer in ksi to two decimal places. 1.5 in 1.5 in B l in F= 5 kip 3 in 1 in 15 in Fx = 4 kip 3 in Fy = 3 kip

a) Calculate the reaction forces in terms of F andtheta.b) Calculate the internal shear force and moment as a function of x using cuts and summingforces and moments in terms of F, L, andtheta.c) Calculate the shear force and moments by integration in terms of x, L, F andtheta.d) Assuming a rectangular cross section compute the average normal stress for the case F =10kNat 30° where b =0.04 m, h = 0.08 m, at the point x = L/4, L = 1 m at the centroid.e) With the cross section given above compute the average normal stress for the case F =10kN at30° at the point x = L/4, L = 1 m at each surface of the beam.f) Calculate the shear stress at the top and bottom surface, at the neutral axis and at x = 0.25 mand y = 0.02 m above the neutral axis.

Find the largest normal and shear stress that will occur in the T-section beam given loading status.