Explain in brief classification of structure.
Structural Analysis Question Papers - SPPU University
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INSEM Papers for Structural Analysis
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Structural Analysis
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Structural Analysis Questions
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2025 May Jun ENDSEM
2026 Mar INSEM
2025 Mar INSEM
2024 Mar INSEM
2023 Feb INSEM
2025 May Jun ENDSEM
2025 Nov Dec ENDSEM
2024 May Jun ENDSEM
2024 Nov Dec ENDSEM
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2023 Nov Dec ENDSEM
2022 May Jun ENDSEM
2022 Nov Dec ENDSEM
INSEM
2026 Mar INSEM
12 Questions
Q1
15 Marks
Q1
·
b
·
4 Marks
State and explain static indeterminacy of structures with sketch.
Q1
·
c
·
7 Marks
Analyze the continuous beam by strain energy method as shown in Fig. 1 c.
Q2
15 Marks
Q2
·
a
·
4 Marks
State the classification of structure with example.
Q2
·
b
·
4 Marks
Find static and kinematic indeterminacy for the structure as shown in Fig. 2 b.
Q2
·
c
·
7 Marks
Analyze the fixed beam by strain energy method as shown in Fig. 2 c.
Q3
15 Marks
Q3
·
a
·
4 Marks
Explain in brief unit load method for the analysis of indeterminate trusses.
Q3
·
b
·
4 Marks
Explain portal method for approximate analysis of frame.
Q3
·
c
·
7 Marks
Analysis the truss as shown in Fig. 3 c and find final forces in all members assuming uniform AE.
Q4
15 Marks
Q4
·
a
·
4 Marks
Explain in brief external and internal indeterminate trusses with suitable example.
Q4
·
b
·
4 Marks
Explain cantilever method for approximate analysis of frame.
Q4
·
c
·
7 Marks
Analyze the frame as shown in Fig. 4 c by portal method.
| Subject Name | Structural Analysis |
|---|---|
| Semester | IV |
| Pattern Year | 2019 |
| Subject Code | 201011 |
| Max Marks | 30 |
| Total Questions | 4 |
| Duration | 1 Hour |
| Paper Number | APR-26/SE/Insem-244 |
| Academic Year | S.E. |
| Branch Name | Civil |
| Exam Type | INSEM |
| Exam Session | 2026 Mar INSEM |
| Watermark | ['CEGP013091', '49.248.216.237 12/03/2026 13:47:42 static-237'] |
INSEM
2025 Mar INSEM
7 Questions
Q1
15 Marks
Q1
·
a
·
6 Marks
Find the static and kinematic indeterminacy of following structures.
Q1
·
b
·
9 Marks
Analyze the beam shown in figure 2 by strain energy method. Take EI constant.
Q2
15 Marks
Q2
·
a
·
4 Marks
Differentiate between static indeterminacy and kinematic indeterminacy of structure with examples.
Q2
·
b
·
11 Marks
Analyze the beam shown in figure 3 by strain energy method. Take EI constant.
Q3
15 Marks
Q3
·
a
·
13 Marks
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.
Q3
·
b
·
2 Marks
State the assumption in cantilever method for analysis of frames.
Q4
15 Marks
Q4
·
15 Marks
Analyze the frame as shown in Figure 5 by portal method.
| Subject Name | Structural Analysis |
|---|---|
| Semester | IV |
| Pattern Year | 2019 |
| Subject Code | 201011 |
| Max Marks | 30 |
| Total Questions | 4 |
| Duration | 1 Hour |
| Paper Number | [6409]-204 |
| Academic Year | S.E. |
| Branch Name | Civil Engineering |
| Exam Type | INSEM |
| Exam Session | 2025 Mar INSEM |
| Watermark | ['CEGP013091', '49.248.216.237 13/03/2025 13:50:58 static-237'] |
INSEM
2024 Mar INSEM
7 Questions
Q1
15 Marks
Q1
·
a
·
6 Marks
Find the static and kinematic indeterminacy of following structures.
Q1
·
b
·
9 Marks
Analyze the beam shown figure 2 by strain energy method. Take EI constant.
Q2
15 Marks
Q2
·
a
·
2 Marks
Differentiate between determinate and indeterminate structure.
Q2
·
b
·
13 Marks
Analyze the beam shown in figure 3 by strain energy method. Take EI constant.
Q3
15 Marks
Q3
·
a
·
13 Marks
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.
Q3
·
b
·
2 Marks
State the assumption in portal method for analysis of frame subjected to horizontal forces.
Q4
15 Marks
Q4
·
15 Marks
Analyze the frame as shown in Figure 5 by Cantilever method. All the columns have same cross sectional area.
| Subject Name | Structural Analysis |
|---|---|
| Semester | IV |
| Pattern Year | 2019 |
| Subject Code | 201011 |
| Max Marks | 30 |
| Total Questions | 4 |
| Duration | 1 Hour |
| Paper Number | [6268]-204 |
| Academic Year | S.E. |
| Branch Name | Civil Engineering |
| Exam Type | INSEM |
| Exam Session | 2024 Mar INSEM |
| Watermark | ['CEGP013091', '49.248.216.238 26/03/2024 14:11:20 static-238'] |
INSEM
2023 Feb INSEM
7 Questions
Q1
15 Marks
Q1
·
a
·
6 Marks
Find the static and kinematic indeterminacy of following structures.
Q1
·
b
·
9 Marks
Analyze the beam shown in figure 2 by strain energy method. Take EI constant.
Q2
15 Marks
Q2
·
a
·
2 Marks
Differentiate between determinate and indeterminate structure.
Q2
·
b
·
13 Marks
Analyze the beam shown in figure 3 by strain energy method. Take EI constant.
Q3
15 Marks
Q3
·
a
·
13 Marks
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.
Q3
·
b
·
2 Marks
State the assumption in cantilever method for analysis of frames.
Q4
15 Marks
Q4
·
15 Marks
Analyze the frame as shown in Figure 5 by portal method.
| Subject Name | Structural Analysis |
|---|---|
| Semester | II |
| Pattern Year | 2019 |
| Subject Code | 201011 |
| Max Marks | 30 |
| Total Questions | 4 |
| Duration | 1 Hour |
| Paper Number | [6008]-204 |
| Academic Year | S.E. |
| Branch Name | Civil |
| Exam Type | INSEM |
| Exam Session | 2023 Feb INSEM |
| Watermark | ['CEGP013091', '49.248.216.238 08/04/2023 15:11:58 static-238'] |
ENDSEM
2025 May Jun ENDSEM
16 Questions
Q1
18 Marks
Q1
·
a
·
8 Marks
Analyze the continuous beam by slope deflection method as shown in Fig. 1a.
Q1
·
b
·
10 Marks
Analyze the portal frame by slope deflection method as shown in Fig. 1 b.
Q2
18 Marks
Q2
·
a
·
8 Marks
Analyze the propped cantilever by slope deflection method as shown in Fig. 2 a.
Q2
·
b
·
10 Marks
Analyze the portal frame by slope deflection method as shown in Fig. 2 b.
Q3
18 Marks
Q3
·
a
·
8 Marks
Analyze the continuous beam by moment distribution method as shown in Fig.3 a.
Q3
·
b
·
10 Marks
Analyze the portal frame by moment distribution as shown in Fig.3 b.
Q4
18 Marks
Q4
·
a
·
8 Marks
Analyze the propped cantilever by moment distribution method as shown in Fig.4 a and draw bending moment diagram.
Q4
·
b
·
10 Marks
Analyze the portal frame by moment distribution method as shown in Fig.4 b.
Q5
17 Marks
Q5
·
a
·
12 Marks
Analyze the continuous beam by stiffness method as shown in Fig. 5 a.
Q5
·
b
·
5 Marks
Generate the stiffness matrix for the bent as shown in Fig. 5 b.
Q6
17 Marks
Q6
·
a
·
12 Marks
Analyze the frame by stiffness method as shown in Fig. 6 a.
Q6
·
b
·
5 Marks
Generate the stiffness matrix for the beam as shown in Fig. 6 b.
Q7
17 Marks
Q7
·
a
·
5 Marks
State the assumption of plastic analysis.
Q7
·
b
·
12 Marks
Find the plastic moment for the beam loaded with ultimate loads as shown in Fig. 7 b.
Q8
17 Marks
Q8
·
a
·
5 Marks
State and explain plastic collapse load, plastic moment and plastic section modulus.
Q8
·
b
·
12 Marks
A beam of T (Flange : 120mm ×12mm and web168 mm×12mm) cross-section is subjected to sagging moment, find the shape factor if permissible yield stress in compression and tension is 230 MPa and 280 MPa respectively.
| Subject Name | Structural Analysis |
|---|---|
| Semester | IV |
| Pattern Year | 2019 |
| Subject Code | 201011 |
| Max Marks | 70 |
| Total Questions | 8 |
| Duration | 2½ Hours |
| Paper Number | [6402]-9 |
| Academic Year | S.E. |
| Branch Name | Civil |
| Exam Type | ENDSEM |
| Exam Session | 2025 May Jun ENDSEM |
| Watermark | ['CEGP013091', '49.248.216.237 31/05/2025 09:38:14 static-237'] |
ENDSEM
2025 Nov Dec ENDSEM
16 Questions
Q1
18 Marks
Q1
·
a
·
8 Marks
Analyze the continuous beam by slope deflection method as shown in Fig. 1a.
Q1
·
b
·
10 Marks
Analyze the portal frame by slope deflection method as shown in Fig. 1b.
Q2
18 Marks
Q2
·
a
·
8 Marks
Analyze the propped cantilever by slope deflection method as shown in Fig. 2 a.
Q2
·
b
·
10 Marks
Analyze the portal frame by slope deflection method as shown in Fig. 2 b.
Q3
18 Marks
Q3
·
a
·
8 Marks
Analyze the continuous beam by moment distribution method as shown in Fig. 3 a.
Q3
·
b
·
10 Marks
Analyze the portal frame by moment distribution method as shown in Fig. 3 b
Q4
18 Marks
Q4
·
a
·
8 Marks
Analyze the propped cantilever by moment distribution method as shown in Fig. 4 a and draw bending moment diagram.
Q4
·
b
·
10 Marks
Analyze the portal frame by moment distribution method as shown in Fig. 4 b.
Q5
17 Marks
Q5
·
a
·
12 Marks
Analyze the continuous beam by stiffness method as shown in Fig. 5a.
Q5
·
b
·
5 Marks
Generate the stiffness matrix for the bent as shown in Fig. 5 b.
Q6
17 Marks
Q6
·
a
·
12 Marks
Analyze the continuous beam by stiffness method as shown in Fig. 6 a.
Q6
·
b
·
5 Marks
Generate the stiffness matrix for the frame as shown in Fig. 6 b.
Q7
17 Marks
Q7
·
a
·
5 Marks
Explain in details idealized stress strain curve.
Q7
·
b
·
12 Marks
A propped cantilever is loaded with ultimate load as shown in Fig. 7 b. Find the collapse load and draw B M diagram.
Q8
17 Marks
Q8
·
a
·
5 Marks
State and explain classification of cross section with stress distribution.
Q8
·
b
·
12 Marks
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
| Subject Name | Structural Analysis |
|---|---|
| Semester | IV |
| Pattern Year | 2019 |
| Subject Code | 201011 |
| Max Marks | 70 |
| Total Questions | 8 |
| Duration | 2½ Hours |
| Paper Number | [6582]-4 |
| Academic Year | S.E. |
| Branch Name | Civil Engineering |
| Exam Type | ENDSEM |
| Exam Session | 2025 Nov Dec ENDSEM |
| Watermark | ['CEGP013091', '49.248.216.237 04/12/2025 09:48:23 static-237'] |
ENDSEM
2024 May Jun ENDSEM
13 Questions
Q1
18 Marks
Q1
·
a
·
12 Marks
Analyze the beam shown in figure 1 by slope deflection method and draw B.M.D Assume uniform flexural rigidity.
Q1
·
b
·
6 Marks
Find the rotation B (θB) for the beam with uniform flexural rigidity as shown in figure 2.
Q2
18 Marks
Q2
·
18 Marks
Analyze the frame shown in figure 3 by slope deflection method and draw BMD. Assume uniform flexural rigidity.
Q3
18 Marks
Q3
·
a
·
12 Marks
Analyze the beam shown in figure 4 by moment distribution method. Assume uniform flexural rigidity.
Q3
·
b
·
6 Marks
Define member stiffness, carry over moment and distribution factor.
Q4
18 Marks
Q4
·
18 Marks
Calculate final end moments for the frame shown in figure 5 by moment distribution method and draw BMD. Assume uniform flexural rigidity.
Q5
17 Marks
Q5
·
a
·
13 Marks
Analyze the beam ABC shown in figure 6 by stiffness method and draw BMD.
Q5
·
b
·
4 Marks
Explain degrees of freedom and stiffness.
Q6
17 Marks
Q6
·
17 Marks
Analyse the frame shown in figure 7 by stiffness method and draw BMD.
Q7
17 Marks
Q7
·
a
·
12 Marks
Determine plastic moment of resistance for the beam of uniform section as shown in figure 8.
Q7
·
b
·
5 Marks
Explain lower bound theorem and upper bound theorem.
Q8
17 Marks
Q8
·
a
·
13 Marks
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.
Q8
·
b
·
4 Marks
Define load factor and shape factor.
| Subject Name | Structural Analysis |
|---|---|
| Semester | IV |
| Pattern Year | 2019 |
| Subject Code | 201011 |
| Max Marks | 70 |
| Total Questions | 8 |
| Duration | 2½ Hours |
| Paper Number | [6261]-4 |
| Academic Year | S.E. |
| Branch Name | Civil |
| Exam Type | ENDSEM |
| Exam Session | 2024 May Jun ENDSEM |
| Watermark | ['CEGP013091', '49.248.216.238 25/05/2024 13:45:59 static-238'] |
ENDSEM
2024 Nov Dec ENDSEM
13 Questions
Q1
17 Marks
Q1
·
a
·
12 Marks
Analyze the beam shown in figure 1 by Slope Deflection Method. Draw BMD.
Q1
·
b
·
5 Marks
Analyze the beam shown in figure 2 by Slope Deflection Method.
Q2
17 Marks
Q2
·
null
·
17 Marks
Analyze the frame shown in figure 3 by Slope Deflection Method. Draw BMD.
Q3
18 Marks
Q3
·
a
·
10 Marks
Analyze the beam shown in figure 4 by Moment Distribution Method. Draw BMD.
Q3
·
b
·
8 Marks
Analyze the beam shown in figure 5 by Moment Distribution Method.
Q4
18 Marks
Q4
·
null
·
18 Marks
Analyze the frame shown in figure 6 by Moment Distribution Method. Draw BMD.
Q5
17 Marks
Q5
·
a
·
12 Marks
Analyze the beam shown in figure 7 by Stiffness Matrix Method.
Q5
·
b
·
5 Marks
Differentiate between stiffness matrix and displacement matrix.
Q6
17 Marks
Q6
·
null
·
17 Marks
Analyze the frame shown in figure 8 by Stiffness Matrix Method.
Q7
18 Marks
Q7
·
a
·
5 Marks
Explain different collapse mechanisms in plastic analysis.
Q7
·
b
·
13 Marks
Determine plastic moment for the beam as shown in figure 9.
Q8
18 Marks
Q8
·
a
·
12 Marks
Determine shape factor of I - Section Shown in figure 10.
Q8
·
b
·
6 Marks
Define plastic hinge, load factor and shape factor.
| Subject Name | Structural Analysis |
|---|---|
| Semester | IV |
| Pattern Year | 2019 |
| Subject Code | 201011 |
| Max Marks | 70 |
| Total Questions | 8 |
| Duration | 2½ Hours |
| Paper Number | [6352]-4 |
| Academic Year | S.E. |
| Branch Name | Civil Engineering |
| Exam Type | ENDSEM |
| Exam Session | 2024 Nov Dec ENDSEM |
| Watermark | ['CEGP013091', '49.248.216.237 18/12/2024 09:32:04 static-237'] |
ENDSEM
2023 May Jun ENDSEM
13 Questions
Q1
18 Marks
Q1
·
a
·
12 Marks
Analyze the beam shown in figure 1 by slope deflection method and draw B.M.D. Assume uniform flexural rigidity.
Q1
·
b
·
6 Marks
Find the rotation B (θB) for the beam with uniform flexural rigidity as show in figure 2.
Q2
18 Marks
Q2
·
18 Marks
Analyze the frame shown in figure 3 by slope deflection method and draw BMD. Assume uniform flexural rigidity.
Q3
18 Marks
Q3
·
a
·
12 Marks
Analyze the beam shown in figure 4 by moment distribution method. Assume uniform flexural rigidity.
Q3
·
b
·
6 Marks
Define member stiffness; carry over moment and distribution factor.
Q4
18 Marks
Q4
·
18 Marks
Calculate final end moments for the frame shown in figure 5 by moment distribution method and draw BMD. Assume uniform flexural rigidity.
Q5
17 Marks
Q5
·
a
·
11 Marks
Analyze the beam ABC shown in figure 6 by stiffness method and draw BMD.
Q5
·
b
·
6 Marks
Explain stiffness and flexibility and write elements of displacement matrix for the frame shown in figure 7.
Q6
17 Marks
Q6
·
17 Marks
Analyse the bent shown in figure 8 by stiffness method.
Q7
17 Marks
Q7
·
a
·
12 Marks
Determine collapse load for the beam shown in figure 9 with variable moment or resistance.
Q7
·
b
·
5 Marks
Explain idealized stress strain curve for plastic analysis.
Q8
17 Marks
Q8
·
a
·
13 Marks
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.
Q8
·
b
·
4 Marks
Define load factor and shape factor.
| Subject Name | Structural Analysis |
|---|---|
| Semester | IV |
| Pattern Year | 2019 |
| Subject Code | 201011 |
| Max Marks | 70 |
| Total Questions | 8 |
| Duration | 2½ Hours |
| Paper Number | [6002]-109 |
| Academic Year | S.E. |
| Branch Name | Civil |
| Exam Type | ENDSEM |
| Exam Session | 2023 May Jun ENDSEM |
| Watermark | ['CEGP013091', '49.248.216.238 09/07/2023 10:36:30 static-238'] |
ENDSEM
2023 Nov Dec ENDSEM
13 Questions
Q1
17 Marks
Q1
·
a
·
12 Marks
Analyze the following beam shown in figure 1 by Slope Deflection Method. Draw BMD.
Q1
·
b
·
5 Marks
Analyze the bent shown in figure 2 by Slope Deflection Model.
Q2
17 Marks
Q2
·
17 Marks
Analyze the frame shown in figure 3 by Slope Deflection Method. Draw BMD.
Q3
18 Marks
Q3
·
a
·
10 Marks
Analyze the beam shown in figure 4 by Moment Distribution Method. Draw BMD.
Q3
·
b
·
8 Marks
Analyze the bent shown in figure 5 by Moment Distribution Method.
Q4
18 Marks
Q4
·
18 Marks
Analyze the frame shown in figure 6 by Moment Distribution Method. Draw BMD.
Q5
17 Marks
Q5
·
a
·
12 Marks
Analyze the beam shown in figure 7 by Stiffness Matrix Method.
Q5
·
b
·
5 Marks
Explain stiffness and flexibility.
Q6
17 Marks
Q6
·
17 Marks
Analyze the frame shown in figure 8 by Stiffness Matrix Method.
Q7
18 Marks
Q7
·
a
·
5 Marks
Write assumptions in plastic theory.
Q7
·
b
·
13 Marks
Determine collapse load for the frame as shown in figure 9.
Q8
18 Marks
Q8
·
a
·
6 Marks
Determine collapse load for the beam as shown in figure 10.
Q8
·
b
·
12 Marks
Determine shape factor of I-Section Shown in figure 11.
| Subject Name | Structural Analysis |
|---|---|
| Semester | IV |
| Pattern Year | 2019 |
| Subject Code | 201011 |
| Max Marks | 70 |
| Total Questions | 8 |
| Duration | 2½ Hours |
| Paper Number | [6179]-204 |
| Academic Year | S.E. |
| Branch Name | Civil |
| Exam Type | ENDSEM |
| Exam Session | 2023 Nov Dec ENDSEM |
| Watermark | ['CEGP013091', '49.248.216.238 23/12/2023 09:35:18 static-238'] |
ENDSEM
2022 May Jun ENDSEM
16 Questions
Q1
18 Marks
Q1
·
a
·
12 Marks
Analyze the beam shown in figure 1 by slope deflection method and draw BMD. Assume uniform flexural rigidity.
Q1
·
b
·
6 Marks
Find the rotation B (B) for the beam with uniform flexural rigidity as shown in figure 2.
Q2
18 Marks
Q2
·
a
·
12 Marks
Analyze the frame shown in figure 3 by slope deflection method and draw BMD. Assume uniform flexural rigidity.
Q2
·
b
·
6 Marks
Analyse the bent shown in figure 4 by slope deflection method. Assume uniform flexural rigidity.
Q3
18 Marks
Q3
·
a
·
9 Marks
Analyze the continuous beam ABC shown in figure 5 by moment distribution method. Assume uniform flexural rigidity.
Q3
·
b
·
9 Marks
Analyse the continuous beam shown in figure 6 by moment distribution method. Assume uniform flexural rigidity.
Q4
18 Marks
Q4
·
a
·
12 Marks
Calculate moment at supports for the frame as shown in figure 7 by moment distribution method and draw BMD. Assume uniform flexural rigidity.
Q4
·
b
·
6 Marks
Define member stiffness; carry over moment and distribution factor.
Q5
17 Marks
Q5
·
a
·
12 Marks
Analyse the continuous beam as shown in figure 8 by stiffness method. Assume same flexural rigidity or all members.
Q5
·
b
·
5 Marks
Write note on stiffness method and write elements of displacement matrix for following figure.
Q6
17 Marks
Q6
·
a
·
4 Marks
Explain degrees of freedom, stiffness.
Q6
·
b
·
13 Marks
Analyse the frame shown in figure 10 by stiffness method and draw bending moment diagram.
Q7
17 Marks
Q7
·
a
·
6 Marks
Define plastic hinge, load factor and shape factor.
Q7
·
b
·
11 Marks
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.
Q8
17 Marks
Q8
·
a
·
6 Marks
Explain the idealized stress strain curve for plastic analysis with diagram and state the assumption for plastic analysis.
Q8
·
b
·
11 Marks
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.
| Subject Name | Structural Analysis |
|---|---|
| Semester | IV |
| Pattern Year | 2019 |
| Subject Code | 201011 |
| Max Marks | 70 |
| Total Questions | 8 |
| Duration | 2½ Hours |
| Paper Number | [5869]-209 |
| Academic Year | S.E. |
| Branch Name | Civil |
| Exam Type | ENDSEM |
| Exam Session | 2022 May Jun ENDSEM |
| Watermark | ['CEGP013091', '49.248.216.238 30/06/2022 08:39:33 static-238'] |
ENDSEM
2022 Nov Dec ENDSEM
16 Questions
Q1
18 Marks
Q1
·
a
·
12 Marks
Analyze the beam shown in figure 1 by slope deflection method and draw BMD. Assume uniform flexural rigidity.
Q1
·
b
·
6 Marks
Find the rotation B (θB) for the beam with uniform flexural rigidity as shown in figure 2.
Q2
18 Marks
Q2
·
a
·
12 Marks
Analyse the frame shown in figure 3 by slope deflection method and draw BMD. Assume uniform flexural rigidity.
Q2
·
b
·
6 Marks
Analyse the frame shown in figure 4 by slope deflection method. Assume uniform flexural rigidity.
Q3
18 Marks
Q3
·
a
·
12 Marks
Analyze the continuous beam ABCD shown in figure 5 by moment distribution method and draw BMD. Assume uniform flexural rigidity.
Q3
·
b
·
6 Marks
Define member stiffness; carry over moment and distribution factor.
Q4
18 Marks
Q4
·
a
·
12 Marks
Calculate final end moments for the frame shown in Fig. 6 by moment distribution method and draw BMD.
Q4
·
b
·
6 Marks
Analyze bent ABC as shown in Fig. 7 by moment distribution method.
Q5
17 Marks
Q5
·
a
·
6 Marks
Write note on stiffness method and write elements of displacement matrix for following figure.
Q5
·
b
·
11 Marks
Analyse the continuous beam ABCD as shown in Fig. 9 by stiffness method and draw bending moment diagram. Assume uniform flexural rigidity.
Q6
17 Marks
Q6
·
a
·
6 Marks
Explain degrees of freedom and stiffness.
Q6
·
b
·
11 Marks
Analyse the bent shown in Fig.10 by stiffness method and draw bending moment diagram.
Q7
17 Marks
Q7
·
a
·
6 Marks
Define plastic hinge, load factor and shape factor.
Q7
·
b
·
11 Marks
Calculate the collapse load Wu, for the beam shown in figure 11.
Q8
17 Marks
Q8
·
a
·
6 Marks
Explain different collapse mechanisms in plastic analysis with diagram.
Q8
·
b
·
11 Marks
Determine shape factor for I section shown in figure 12.
| Subject Name | Structural Analysis |
|---|---|
| Semester | IV |
| Pattern Year | 2019 |
| Subject Code | 201011 |
| Max Marks | 70 |
| Total Questions | 8 |
| Duration | 2½ Hours |
| Paper Number | [5925]-209 |
| Academic Year | S.E. |
| Branch Name | Civil |
| Exam Type | ENDSEM |
| Exam Session | 2022 Nov Dec ENDSEM |
| Watermark | ['CEGP013091', '49.248.216.238 10/01/2023 13:32:49 static-238'] |
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