DEFLECTION IN STATICALLY DETERMINATE FRAMES

ADDITIONAL EXERCISES $($specifically due to bending moment$)$

Example $5$:

$5\mathrm{.}1$ Calculate the horizontal deflection at C $.$

$5\mathrm{.}2$ Calculate the vertical deflection at $B.$

$5\mathrm{.}3$ Calculate the horizontal deflection at D $.$

$E=200$GPa

$I_{AB}=533210101$

I$-$beam

$I=616{10}^{6}m{m}^4$

$IB{C}^{-1}=533210122$

I$-$beam

$I_{}=762{10}^{6}m{m}^4$

ICD $=533$x$210\backslash$times $109$

I$-$beam