For the same beam from the previous problem, $($simply$-$supported beam with point load, $P,$ of $1000$ lb $,$ point$-$applied moment, M$,$ of $2550lb-ft,$ and a ramp load varying from $0$ to $120l\frac{b}{f}t),$ the maximum $.$ absolute value of internal beam shear is most nearly:

A$.190$ lb

B$.259$ lb

C$.297$ lb

D$.378$ lb

E$.491$ lb

F$.725$ lb

G$.983$ lb

H$.1113$ lb

I. $1183$ lb

J$.1271$ lb

The maximum absolute value of internal bending moment is most nearly:

A$.2300lb-ft$

B$.2450lb-ft$

C$.2660lb-ft$

D$.2710lb-ft$

E$.2920lb-ft$

F$.3150lb-ft$