For the semicircle arch of radius 6 m as shown in Figure Q2(a), analyse the reactions at supports A and C, and hinge B. [y (4hx?/L] 12 kN 4 kN/m 6 m 3 m 3 m 6 m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Q2(a) For the semicircle arch of radius 6 m as shown in Figure Q2(a), analyse the reactions
at supports A and C, and hinge B. [y = (4hx)/L*]
12 kN
4 kN/m
6 m
3 m
3 m
B
6 m
8.
Figure Q2(a)
(b)
Cable ABCD supports the loading as shown in Figure Q2(b). Analyse the vertical force
at point B.
2 m
6 m
3 m
4 m
B
1m
10 kN
Transcribed Image Text:Q2(a) For the semicircle arch of radius 6 m as shown in Figure Q2(a), analyse the reactions at supports A and C, and hinge B. [y = (4hx)/L*] 12 kN 4 kN/m 6 m 3 m 3 m B 6 m 8. Figure Q2(a) (b) Cable ABCD supports the loading as shown in Figure Q2(b). Analyse the vertical force at point B. 2 m 6 m 3 m 4 m B 1m 10 kN
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