1. Analyse the frame shown in Figure 1 by moment distribution method. Draw the bending moment diagram.

<img src='./qimages/13212-1.jpg'>

2. Analsze the continuous beam shown in Figure 2 by Kani's method.

<img src='./qimages/13212-2.jpg'>

Find the shape factor of I-section given in Figure 3.

<img src='./qimages/13212-3a.jpg'>

Write the advantages and disadvantages of indeterminate structure.

Explain Muller-Breslau principle used for finding the influence line diagram of indeterminate structure.

Find the influence line diagram for reaction at B in the continuous beam as shown in Figure 4. Take EI as constant throughout.

<img src='./qimages/13212-4b.jpg'>

Explain in detail the flexibility matrix method with a suitable example.

Analyse the continuous beam shown in Figure 5 by flexibility matrix method.

<img src='./qimages/13212-5b.jpg'>

6. A continuous beam ABC is loaded as shown in Figure 6. Determine the required Mp, if the load factor is 3·2.

<img src='./qimages/13212-6.jpg'>

Determine the kinematic indeterminacies of the frames and beams as shown in Figure 7.

<img src='./qimages/13212-7a.jpg'>

Explain briefly the cantilever method.