Using the principle of virtual work, calculate the horizontal deflection at point (C) of the structure shown below. The tie rod has an
AE=4.5\times 10^(4)kN
. Both beams are inextensible and have
EI=2.4\times 10^(5)kN.m^(2)
.

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Using the principle of virtual work, calculate the horizontal deflection at point (C) of the structure shown below. The tie rod has an

AE=4.5\times 10^(4)kN

. Both beams are inextensible and have

EI=2.4\times 10^(5)kN.m^(2)

.

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