below the crown C. The arch carries the load system as shown in Fig. 11.15. Determine the horizontal thrust and vertical reactions at supports. 100 IN 200 KN

Structural Analysis
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Chapter2: Loads On Structures
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Example 11.8: A three hinged arch of span 16 m has its abutments A and B at depth of 4 m and 8 m
below the crown C. The arch carries the load system as shown in Fig. 11.15. Determine the horizontal
thrust and vertical reactions at supports.
200 KN
w = 30 kN/m
100 KN
3m 4m
mi
pobasso
C
14 m
H
**
6 m
---- 10 m --
8 m
1
I
Vb
B
H
Transcribed Image Text:Example 11.8: A three hinged arch of span 16 m has its abutments A and B at depth of 4 m and 8 m below the crown C. The arch carries the load system as shown in Fig. 11.15. Determine the horizontal thrust and vertical reactions at supports. 200 KN w = 30 kN/m 100 KN 3m 4m mi pobasso C 14 m H ** 6 m ---- 10 m -- 8 m 1 I Vb B H
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