It looks like you've provided an image showing a structural analysis problem. Here's what I can gather from the image:

• In Question 2, there's a concentrated load of 1,000 lb applied 2 feet from the left side of a beam. Additionally, there's a distributed load of 150 lb/ft spanning the remaining 6 feet of the beam.

• In Question 3, there's a distributed load of 200 lb/ft across a beam, and two concentrated loads of 1.8 kip (or 1,800 lb each).

Would you like to solve for the reactions at the supports or calculate the internal forces (shear and moment) in either of these problems? Let me know which part you'd like help with!

Here are five relevant questions that expand on this:

1. Would you like help finding the reactions at the supports for the first beam?
2. Do you need to calculate the shear force and bending moment diagrams for either beam?
3. Would you like assistance with superposition of loads (combining concentrated and distributed)?
4. Do you need to check the beam’s deflection under these loads?
5. Are you interested in finding the maximum bending moment and its location?

Tip: When dealing with both concentrated and distributed loads, always resolve the loads into equivalent forces and distances before calculating reactions or moments.