For the truss shown below, $P=2000-lb.$ Using the method of joints:

Question $6$

The force in member CD in lb is mostly near

A$)3750($C$)$

B$)3750(T)$

C$)5000(T)$

D$)5000($C$)$

E$)0$

Question $7$

The force in member CB in lb is mostly near

A$)2250(T)$

$\text{'}$B$)3000(C)$

C$)2250(C)$

D$)1500(T)$

E$)0$