1(a)
Explain rotation factors.

2 M

1(b)
Discuss joint restrained moment.

2 M

1(c)
Mention the expressions for sway moments at the two column heads.

3 M

Solve any one question from Q.1(d) & Q.1(e)

1(d)
Analyse the frame shown in figure 1. by moment distribution method and draw BMD.

7 M

1(e)
Analyse the continuous beam as shown in figure 2 by Kani's method. Draw SFD and BMD.

7 M

2(a)
Differentiate between elastic hinge and plastic hinge.

2 M

2(b)
Explain beam and sway mechanism.

2 M

2(c)
Define load factor and drive expression for it.

3 M

Solve any one question from Q.2(d) & Q.2(e)

2(d)
A two span continuous beam of uniform section loaded with ultimate loads as shown in figure3. Determine the required plastic moment of resistance.

7 M

2(e)
A portal frame is loaded upto collapse shown in figure 4. Find the plastic moment of resistance required if it is of uniform section throughout.

7 M

3(a)
Define wind and wind load.

2 M

3(b)
Discuss codal provisions for earthquake loads.

2 M

3(c)
Discuss structural behavior of tall buildings subjects to lateral forces.

3 M

Solve any one question from Q.3(d) & Q.3(e)

3(d)
Analyse the frame shown in figure 5 by cantilever method.

7 M

3(e)
Analyse the frame shown in fig. 5 by portal method

7 M

4(a)
Explain co-ordinates related to matrix method.

2 M

4(b)
Explain flexibility matrix.

2 M

4(c)
Derive relation between flexibility and stiffness matrices.

3 M

Solve any one question from Q.4(d) & Q.4(e)

4(d)
Analyse the continuous beam shown in figure 6 by flexibility matrix method..

7 M

4(e)
Analyse the continuous beam shown in figure 6 by stiffness method.

7 M

5(a)
State Muller Breslau's principle.

2 M

5(b)
Explain Beam-column. How the structural behaviour of a beam column does differs from column.

2 M

5(c)
Draw ILD for reaction at B for the beam shown in figure 7.

3 M

Solve any one question from Q.5(d) & Q.5(e)

5(d)
Draw ILD for reaction at A of continuous beam shown in figure 8. Compute ordinates at 1.0m Interval.

7 M

5(e)
Draw ILD for BM at B for continuous beam shown in fig.8 Compute ordinates at 1.0m interval.

7 M

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