Solve the following problem, then use your solution to answer the questions asked.

Given the beam with loading shown, use the Moment$-$Distribution method to determine

the member end moments. Then, use this information to construct the shear and

moment diagrams for this beam and its loading.

$EI=$ constant

A$.$ What is the Distribution Factor for member end $BA,DC,CB?$

Matching the answer

$0\mathrm{.}5,0,0\mathrm{.}6,0\mathrm{.}4$

B$.$ What is the magnitude and direction of the internal moment at BA$?$

Group of answer choices

a$.10\mathrm{.}5k-ftCW$

b$.10\mathrm{.}5$ k $-$ft CCW

c$.25\mathrm{.}6$ k$-$ft CCW

d$.25\mathrm{.}6$ k $-$ft CW

C$.$ What are the COFs from end $BA$ to end $AB$ and end $DC$ to $CD,$ respectively?

Group of answer choices

a$.0,0\mathrm{.}5$

b$.0\mathrm{.}5,0$

D$.$ What is the magnitude of the first balancing moment that must be applied at joint

$B?$

Group of answer choices

a$.47\mathrm{.}5$ k

b$.37\mathrm{.}5$ k

c$.27\mathrm{.}5$ k

d$.10$ k

E$.$ How many locations along the beam experience zero moment?

$(06)$