Determine the reactions at the supports for the three- hinged arch shown in Fig. 3.22(a). 2.5 kt 2.5 k/ft Hinge I k/ft R= 30 ft 1 k/ft R= 30 ft 30 ft - 30 ft- -30 ft 30 ft (a) (b) FIG. 3.22

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Determine the reactions at the supports for the three-
hinged arch shown in Fig. 3.22(a).
2.5 k/tt
2.5 k/ft
B.
Hinge
I k/ft
R= 30 ft
1 k/ft
R= 30 ft
A,
30 ft
30 ft
-30 ft
30 ft
(a)
(b)
FIG. 3.22
Transcribed Image Text:Determine the reactions at the supports for the three- hinged arch shown in Fig. 3.22(a). 2.5 k/tt 2.5 k/ft B. Hinge I k/ft R= 30 ft 1 k/ft R= 30 ft A, 30 ft 30 ft -30 ft 30 ft (a) (b) FIG. 3.22
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