to any loads applied on the span $AB.$ A similar equation can be written for the moment at $B.$

$M_{BA}=2Ek(2{}_B+{}_A-3)+(FEM{)}_{BA}$

The two equations are very similar. By using $N$ to represent the near end and $F$ for the far end, they can both be written as

$M_N=2Ek(2{}_N+{}_F-3)+(FEM{)}_N.$

Figure

$4$ of $4$

Part C $-$ Multiple deflections

The internal span $GH$ on a continuous beam is deflected as shown $($Figure $4)$ as a result of loads on other portions of the beam, where $L=20ft,=0\mathrm{.}4,=0\mathrm{.}15,{}_G=2\mathrm{.}7$ in$,{}_H=1\mathrm{.}6$ in$,E=2\mathrm{.}9{10}^4$ksi, and $I=2000i{n}^4.$ What is the internal moment at $G?$

Express your answer with appropriate units to three significant figures.

View Available Hint$($s$)$

$M_G=$

PLEASE SOLVE PART C USING GENERAL SLOPE DEFLECTION EQUATION