19. Determine the moment at D - a. 27.36 kN-m b. 36.84 KN-m C. 252.6 KN - m d. 279.96 KN -m - a. 20. Determine the axial
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19. Determine the moment at D - a. 27.36 kN-m b. 36.84 KN-m C. 252.6 KN - m d. 279.96 KN -m - a. 20. Determine the axial
19. Determine the moment at D - a. 27.36 kN-m b. 36.84 KN-m C. 252.6 KN - m d. 279.96 KN -m - a. 20. Determine the axial force on column DE 8.96 KN b. 10.12 KN 5.26 KN d. 3.25 KN C. I
For the frame shown in the figure, using the cantilever method of analysis 16. which of the following nearly gives the location of the centroid of the columns from column A a. 8 m b. 4 m 1.33 m d. 9.33 m 40 kN: C F C. 6 m 100 KN B B E H 8 m 12 m 8 m. 17. Determine the axial force on column GH a. 4 KN b. 6 kN C. 8 KN d. 10 KN 18. Determine the axial force on beam EH a. 32.21 kN b. 25.32 KN C. 32.78 KN d. 52.36 KN