Answer Happy

1. Given the structure with loading shown, determine the magnitude and direction of the internal moment at point B in the structure. Report the moment from the side of the cut at point B that is closest to point C. ↑ 6 ft (3 6 ft. с -B A 8 ft. 8k 8 ft. → D 10 k-ft → 5k
2. On the drawing below, label the side of the column at point B that is in tension with a large capital T. Note that this is the same structure for which you just solved for the internal moment at point B in problem 1. ↑ 6 ft te 6 ft 30 ← 8 ff. A 8 k 8 ft. → D 10 k-ft F 5 k