STUPIDSID
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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