Question: Now the beam is loaded on the left span as shown below. There are no support settlements. Again, use the reaction at B as the

Now the beam is loaded on the left span as shown below. There are no support settlements. Again, use the reaction at B as the redundant, i.e.,x1-=RB.
6. Compared to the previous loading (with no support settlement), which of the following quantities would change in order to analyze this beam for the new loading via the force method?
A.11
B. hat()1
C.10
D. All of the above
E. None of the above
7. Solve for the redundant, x1.
8. Use equilibrium with the redundant and applied load to determine the reactions at A and C.
Please answer question 6-8
Now the beam is loaded on the left span as shown

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