EXAMPLE 7.8 Show how to determine (approximately) the reactions at the base of the columns of the frame shown in Fig. 7-17a. The columns have the cross-sectional areas shown in Fig. 7-17b. Use the cantilever method of analysis. P R 8k 12 ft L 10 in? M 8 in? N 6 in? K O 10 in? 10 in.? 8 in.? 6 in.? 10 in.? 10 k 16 ft E 10 in? F 8 in? G 6 in? H 10 in? B D 20 ft 15 ft 25 ft 20 ft 15 ft- 25 ft (a) (b)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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EXAMPLE 7.8
Show how to determine (approximately) the reactions at the base of
the columns of the frame shown in Fig. 7-17a. The columns have the
cross-sectional areas shown in Fig. 7-17b. Use the cantilever method
of analysis.
R
8 k -
12 ft L 10 in?
M 8 in? N 6 in?
K
O 10 in?
10 in.
8 in.?
6 in.
10 in.?
10 k
16 ft E 10 in?
F 8 in?
G 6 in?
H 10 in?
A
C
D
20 ft
15 ft
25 ft
20 ft
15 ft
-25 ft
(a)
(b)
Transcribed Image Text:EXAMPLE 7.8 Show how to determine (approximately) the reactions at the base of the columns of the frame shown in Fig. 7-17a. The columns have the cross-sectional areas shown in Fig. 7-17b. Use the cantilever method of analysis. R 8 k - 12 ft L 10 in? M 8 in? N 6 in? K O 10 in? 10 in. 8 in.? 6 in. 10 in.? 10 k 16 ft E 10 in? F 8 in? G 6 in? H 10 in? A C D 20 ft 15 ft 25 ft 20 ft 15 ft -25 ft (a) (b)
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