(Solved): Please solve these questions,for the continous span beam, if you can use AISC steel construction tab ...

Per our discussion in class, consider the following single span beams with cantilevered ends: $${\mathrm{W}}_{\mathrm{DL}}=500\mathrm{plf}{\mathrm{W}}_{\mathrm{LL}}=700\mathrm{plf}$$ And, the continuous span beam member with the same dimensions and loading: Determine the following: 1. Calculate ultimate distributed load, Wu 2. Solve and draw the beam reactions, shear and moment diagrams for both members. 3. Compare and contrast the beam reactions of the two beam types. Why are the reactions the same or different at each support? Please provide full calculations outputs for this problem. I expect to see complete FBD's, complete equilibrium equation setups and calculations with units. Be clear and organized.