Explain in brief classification of structure.

State and explain static indeterminacy of structures with sketch.

Analyze the continuous beam by strain energy method as shown in Fig. 1 c.

State the classification of structure with example.

Find static and kinematic indeterminacy for the structure as shown in Fig. 2 b.

Analyze the fixed beam by strain energy method as shown in Fig. 2 c.

Explain in brief unit load method for the analysis of indeterminate trusses.

Explain portal method for approximate analysis of frame.

Analysis the truss as shown in Fig. 3 c and find final forces in all members assuming uniform AE.

Explain in brief external and internal indeterminate trusses with suitable example.

Explain cantilever method for approximate analysis of frame.

Analyze the frame as shown in Fig. 4 c by portal method.

Find the static and kinematic indeterminacy of following structures.

Analyze the beam shown in figure 2 by strain energy method. Take EI constant.

Differentiate between static indeterminacy and kinematic indeterminacy of structure with examples.

Analyze the beam shown in figure 3 by strain energy method. Take EI constant.

Find forces in all members of truss shown in figure 4 by using unit load method. Assume the members have same cross sectional area and are of the same material.

State the assumption in cantilever method for analysis of frames.

Analyze the frame as shown in Figure 5 by portal method.

Find the static and kinematic indeterminacy of following structures.

Analyze the beam shown figure 2 by strain energy method. Take EI constant.

Differentiate between determinate and indeterminate structure.

Analyze the beam shown in figure 3 by strain energy method. Take EI constant.

Find forces in all members of truss shown in figure 4 by using unit load method. Assume the members have same cross sectional area and are of the same material.

State the assumption in portal method for analysis of frame subjected to horizontal forces.

Analyze the frame as shown in Figure 5 by Cantilever method. All the columns have same cross sectional area.

Find the static and kinematic indeterminacy of following structures.

Analyze the beam shown in figure 2 by strain energy method. Take EI constant.

Differentiate between determinate and indeterminate structure.

Analyze the beam shown in figure 3 by strain energy method. Take EI constant.

Find forces in all members of truss shown in figure 4 by using unit load method. Assume the cross sectional area same for all members.

State the assumption in cantilever method for analysis of frames.

Analyze the frame as shown in Figure 5 by portal method.

Analyze the continuous beam by slope deflection method as shown in Fig. 1a.

Analyze the portal frame by slope deflection method as shown in Fig. 1b.

Analyze the propped cantilever by slope deflection method as shown in Fig. 2 a.

Analyze the portal frame by slope deflection method as shown in Fig. 2 b.

Analyze the continuous beam by moment distribution method as shown in Fig. 3 a.

Analyze the portal frame by moment distribution method as shown in Fig. 3 b

Analyze the propped cantilever by moment distribution method as shown in Fig. 4 a and draw bending moment diagram.

Analyze the portal frame by moment distribution method as shown in Fig. 4 b.

Analyze the continuous beam by stiffness method as shown in Fig. 5a.

Generate the stiffness matrix for the bent as shown in Fig. 5 b.

Analyze the continuous beam by stiffness method as shown in Fig. 6 a.

Generate the stiffness matrix for the frame as shown in Fig. 6 b.

Explain in details idealized stress strain curve.

A propped cantilever is loaded with ultimate load as shown in Fig. 7 b. Find the collapse load and draw B M diagram.

State and explain classification of cross section with stress distribution.

Calculate shape factor of I- section as per following dimension. Top and bottom flange: 150 mm wide and 10 mm thick Web : 280 mm deep and 10 mm thick

Analyze the beam shown in figure 1 by slope deflection method and draw B.M.D Assume uniform flexural rigidity.

Find the rotation B (θB) for the beam with uniform flexural rigidity as shown in figure 2.

Analyze the frame shown in figure 3 by slope deflection method and draw BMD. Assume uniform flexural rigidity.

Analyze the beam shown in figure 4 by moment distribution method. Assume uniform flexural rigidity.

Define member stiffness, carry over moment and distribution factor.

Calculate final end moments for the frame shown in figure 5 by moment distribution method and draw BMD. Assume uniform flexural rigidity.

Analyze the beam ABC shown in figure 6 by stiffness method and draw BMD.

Explain degrees of freedom and stiffness.

Analyse the frame shown in figure 7 by stiffness method and draw BMD.

Determine plastic moment of resistance for the beam of uniform section as shown in figure 8.

Explain lower bound theorem and upper bound theorem.

Calculate plastic section modulus, shape factor and plastic moment for the figure 9. Properties of ISHT : Ixx = 573.7 cm4, Zxx = 46.491 cm3, A = 37.42 cm2.

Define load factor and shape factor.

Analyze the beam shown in figure 1 by Slope Deflection Method. Draw BMD.

Analyze the beam shown in figure 2 by Slope Deflection Method.

Analyze the frame shown in figure 3 by Slope Deflection Method. Draw BMD.

Analyze the beam shown in figure 4 by Moment Distribution Method. Draw BMD.

Analyze the beam shown in figure 5 by Moment Distribution Method.

Analyze the frame shown in figure 6 by Moment Distribution Method. Draw BMD.

Analyze the beam shown in figure 7 by Stiffness Matrix Method.

Differentiate between stiffness matrix and displacement matrix.

Analyze the frame shown in figure 8 by Stiffness Matrix Method.

Explain different collapse mechanisms in plastic analysis.

Determine plastic moment for the beam as shown in figure 9.

Determine shape factor of I - Section Shown in figure 10.

Define plastic hinge, load factor and shape factor.

Analyze the beam shown in figure 1 by slope deflection method and draw B.M.D. Assume uniform flexural rigidity.

Find the rotation B (θB) for the beam with uniform flexural rigidity as show in figure 2.

Analyze the frame shown in figure 3 by slope deflection method and draw BMD. Assume uniform flexural rigidity.

Analyze the beam shown in figure 4 by moment distribution method. Assume uniform flexural rigidity.

Define member stiffness; carry over moment and distribution factor.

Calculate final end moments for the frame shown in figure 5 by moment distribution method and draw BMD. Assume uniform flexural rigidity.

Analyze the beam ABC shown in figure 6 by stiffness method and draw BMD.

Explain stiffness and flexibility and write elements of displacement matrix for the frame shown in figure 7.

Analyse the bent shown in figure 8 by stiffness method.

Determine collapse load for the beam shown in figure 9 with variable moment or resistance.

Explain idealized stress strain curve for plastic analysis.

Calculate plastic section modulus, shape factor and plastic moment for the figure 10. Properties of ISMB 200 section ; I xx = 2235.4 cm4, Zxx = 223.5 cm3, A = 32.33 cm2.

Define load factor and shape factor.

Analyze the following beam shown in figure 1 by Slope Deflection Method. Draw BMD.

Analyze the bent shown in figure 2 by Slope Deflection Model.

Analyze the frame shown in figure 3 by Slope Deflection Method. Draw BMD.

Analyze the beam shown in figure 4 by Moment Distribution Method. Draw BMD.

Analyze the bent shown in figure 5 by Moment Distribution Method.

Analyze the frame shown in figure 6 by Moment Distribution Method. Draw BMD.

Analyze the beam shown in figure 7 by Stiffness Matrix Method.

Explain stiffness and flexibility.

Analyze the frame shown in figure 8 by Stiffness Matrix Method.

Write assumptions in plastic theory.

Determine collapse load for the frame as shown in figure 9.

Determine collapse load for the beam as shown in figure 10.

Determine shape factor of I-Section Shown in figure 11.

Analyze the beam shown in figure 1 by slope deflection method and draw BMD. Assume uniform flexural rigidity.

Find the rotation B (B) for the beam with uniform flexural rigidity as shown in figure 2.

Analyze the frame shown in figure 3 by slope deflection method and draw BMD. Assume uniform flexural rigidity.

Analyse the bent shown in figure 4 by slope deflection method. Assume uniform flexural rigidity.

Analyze the continuous beam ABC shown in figure 5 by moment distribution method. Assume uniform flexural rigidity.

Analyse the continuous beam shown in figure 6 by moment distribution method. Assume uniform flexural rigidity.

Calculate moment at supports for the frame as shown in figure 7 by moment distribution method and draw BMD. Assume uniform flexural rigidity.

Define member stiffness; carry over moment and distribution factor.

Analyse the continuous beam as shown in figure 8 by stiffness method. Assume same flexural rigidity or all members.

Write note on stiffness method and write elements of displacement matrix for following figure.

Explain degrees of freedom, stiffness.

Analyse the frame shown in figure 10 by stiffness method and draw bending moment diagram.

Define plastic hinge, load factor and shape factor.

A three span continuous beam ABCD is loaded with ultimate loads as shown in figure 11. Determine the required plastic moment of resistance when the beam is of uniform section.

Explain the idealized stress strain curve for plastic analysis with diagram and state the assumption for plastic analysis.

Calculate shape factor for I section as per the dimension given : Top and bottom flange : 150 mm wide and 9.4 mm deep Web : 6.7 mm wide and 281.2 mm deep.

Analyze the beam shown in figure 1 by slope deflection method and draw BMD. Assume uniform flexural rigidity.

Find the rotation B (θB) for the beam with uniform flexural rigidity as shown in figure 2.

Analyse the frame shown in figure 3 by slope deflection method and draw BMD. Assume uniform flexural rigidity.

Analyse the frame shown in figure 4 by slope deflection method. Assume uniform flexural rigidity.

Analyze the continuous beam ABCD shown in figure 5 by moment distribution method and draw BMD. Assume uniform flexural rigidity.

Define member stiffness; carry over moment and distribution factor.

Calculate final end moments for the frame shown in Fig. 6 by moment distribution method and draw BMD.

Analyze bent ABC as shown in Fig. 7 by moment distribution method.

Write note on stiffness method and write elements of displacement matrix for following figure.

Analyse the continuous beam ABCD as shown in Fig. 9 by stiffness method and draw bending moment diagram. Assume uniform flexural rigidity.

Explain degrees of freedom and stiffness.

Analyse the bent shown in Fig.10 by stiffness method and draw bending moment diagram.

Define plastic hinge, load factor and shape factor.

Calculate the collapse load Wu, for the beam shown in figure 11.

Explain different collapse mechanisms in plastic analysis with diagram.

Determine shape factor for I section shown in figure 12.