Use Castigliano's theorem to determine the vertical displacement of joint A for the truss shown in Fig.3. Cross-sectional area (for all members), A=600mm², E-200 kN/mm². 5 kN 1.5m F + 1.5m 4 2m

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Chapter2: Loads On Structures
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Use Castigliano's theorem to determine the vertical displacement of joint A for the
truss shown in Fig.3.
Cross-sectional area (for all members), A=600mm², E-200 kN/mm².
A
5 kN
1.5m
+
1.5m
1
2m
Transcribed Image Text:Use Castigliano's theorem to determine the vertical displacement of joint A for the truss shown in Fig.3. Cross-sectional area (for all members), A=600mm², E-200 kN/mm². A 5 kN 1.5m + 1.5m 1 2m
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