(a) Use Castigliano's second theorem to determine the horizontal and vertical components of the deflection at joint
B
of the truss shown in Figure 3a.
EA= const .;E=200GPa;A=1,200mm^(2).
Additional information is provided in Table Q3. P (a) Use Castigliano's second theorem to determine the horizontal and vertical components of the deflection at joint
B
of the truss shown in Figure 3a.
EA= const .;E=200GPa;A=1,200mm^(2).
Additional information is provided in Table Q3. P

Question

(a) Use Castigliano's second theorem to determine the horizontal and vertical components of the deflection at joint

B

of the truss shown in Figure 3a.

EA= const .;E=200GPa;A=1,200mm^(2).

Additional information is provided in Table Q3. P (a) Use Castigliano's second theorem to determine the horizontal and vertical components of the deflection at joint

B

of the truss shown in Figure 3a.

EA= const .;E=200GPa;A=1,200mm^(2).

Additional information is provided in Table Q3. P

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