A three-element truss has the configuration shown in Figure 5. A vertical load is applied to the truss at joint B. Each member has a cross-sectional area of 100 mm and all of them are made of aluminum with the Young's modulus E= 70 GPa. Use Castigliano's First Theorem to determine the horizontal and vertical displacements at joint B. The load P= 5 kN and the dimension 1=2 m

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Chapter2: Loads On Structures
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A three-element truss has the configuration shown in Figure 5. A vertical load is applied to the
truss at joint B. Each member has a cross-sectional area of 100 mm and all of them are made of
aluminum with the Young's modulus E= 70 GPa. Use Castigliano's First Theorem to determine
the horizontal and vertical displacements at joint B. The loadP=5 kN and the dimension 1= 2 m
H.
C
0.51
0.61
1
0.81
Figure 5
Transcribed Image Text:A three-element truss has the configuration shown in Figure 5. A vertical load is applied to the truss at joint B. Each member has a cross-sectional area of 100 mm and all of them are made of aluminum with the Young's modulus E= 70 GPa. Use Castigliano's First Theorem to determine the horizontal and vertical displacements at joint B. The loadP=5 kN and the dimension 1= 2 m H. C 0.51 0.61 1 0.81 Figure 5
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