Instead of the given problem, please solve for the reactions in the braces for both parts of the problem. Answers below., only looking for work to reach answers

Part A: Top & Bottom Braces = 5000 lb; Left Brace = 4000 lb

Part B: Top & Bottom Braces = 800 lb; Left Brace = 0 lb

1. Chords and Collectors (Drag Struts) Part A: Given the lateral framing plan and loading scenario shown below and the corresponding free-body diagram, determine the active chord forces. (HINT: Recall that the maximum bending moment in a cantilever beam is equal to the moment reaction at the support.) (5000 lb) LATERAL FRAMING PLAN 40 ft COLUMN BRACE BEAM 100 plf FREE BODY DIAGRAM 100 plt PART B: If the same 100 plf wind blows in the other direction (left/right), and the diaphragm capacity is 100 plf, are drag struts required? Yes or No (NOTE: All work is required. Assume the columns are equally spaced.) (40 plf) 1. Chords and Collectors (Drag Struts) Part A: Given the lateral framing plan and loading scenario shown below and the corresponding free-body diagram, determine the active chord forces. (HINT: Recall that the maximum bending moment in a cantilever beam is equal to the moment reaction at the support.) (5000 lb) LATERAL FRAMING PLAN 40 ft COLUMN BRACE BEAM 100 plf FREE BODY DIAGRAM 100 plt PART B: If the same 100 plf wind blows in the other direction (left/right), and the diaphragm capacity is 100 plf, are drag struts required? Yes or No (NOTE: All work is required. Assume the columns are equally spaced.) (40 plf)