I need solution for $11$

A beam with a span of $21$ ft is simply supported at the left$-$hand end and fixed at the right$-$hand

end. It carries a uniform load of $1000$ plf$,$ which includes its own weight, over its entire span and

a concentrated load of $12,000lb$ located $7$ ft from the left$-$hand end. Determine the bending mo$-$

ment at the fixed end due to the uniform load only, considering the beam to be simply supported.

A$.-60,425ft-lb$

B$.-58,175ft-lb$

C$.-56,800ft-lb$

D$.-55,125ft-lb$

For the beam in Question $9,$ determine the bending moment at the fixed end due to the concen$-$

trated load only.

A$.-37,333ft-lb$

B$.-34,966ft-lb$

C$.-31,666ft-lb$

D$.-29,333ft-lb$

If the uniform load on the beam described in Question $9$ is reduced to $800$ plf$,$ the total bending

moment at the fixed end due to the uniform load and the concentrated load is equal to $-81,400$

$ft-lb$ and the reaction at the simple support is

A$.16,276lb.$

B$.15,056lb.$

C$.13,744lb.$

D$.12,524lb.$