The frame shown is subjected to lateral loads of 36 kN and 45 kN acting at C and D, respectively. The columns have cross-sectional areas as indicated in the figure. Use Cantilever Method. Compute the following:

a. Axial load of column 1

b. Axial load of column 3

c. Moment of beam 1 at joint C

d. Horizontal shear of column 2

e. Axial load of column 5

f. Moment at the

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36 kN 45 KN 1 B 5 I A = 6500 mm² 6 m E 4.6 m A = 5200 mm² G 3 H 7 A 3900 mm² 7.6 m 4 K 8 3.6 m 4.9 m A = 6500 mm² 36 kN 45 KN 1 B 5 I A = 6500 mm² 6 m E 4.6 m A = 5200 mm² G 3 H 7 A 3900 mm² 7.6 m 4 K 8 3.6 m 4.9 m A = 6500 mm²