The below W33 x 130 structuraI steel beam (E = 29 Mpsi) is externally loaded as shown (5000 lb/ft distributed load and 2000 ft-lbf moment at Point A). Include the weight of the beam in ALL considerations (Hint: the above beam designation specifies the distributed weight of the beam as 130 lbf/ft of length) Required:
a. Construct and properly label the beam shear and moment diagrams. Be certain to Indicate all minimum and maximum values.
b. Calculate the deflection at Point B clearly indicating the sign of this deflection note the above coordinate system). Use the Deflection by Superposition method.
