STRUCTURAL ANALYSIS-II (CVL 341) Full mark : 100
DEPARTMENT OF CIVIL ENGINEERING Time : 2 Hr.
INDIAN INSTITUTE OF TECHNOLOGY DELHI 06.01. 2021
MAJOR EXAMINATION
INSTRUCTIONS
• There are 5 sets of question papers out of which only one set is applicable to an individual.
• The question paper Set applicable to an individual is determined based on the LAST DIGIT
of her/his entry number. Please check the question paper to ascertain the Set applicable to you
based on your entry number.
• Answer sheet of an individual attempting any Set not applicable to her/him would not be
graded. Hence, please choose your question paper set very carefully.
• There are 5 questions, and all are compulsory.
• Time allowed is 2 hours + 15 minutes of buffer time for uploading the answer sheet.
• Any form of cheating (including sharing of answer sheets/group work/etc.) would be dealt
strictly. Note that each question can be solved by multiple ways. Hence, it is more easier to
find the cheating cases, which may be referred to Institute Disciplinary Committee.
• Please upload your answer sheet as a single PDF file.
CVL-341 Major Examination 2020-21 (I)
STRUCTURAL ANALYSIS-II (CVL 341) Full mark : 100
DEPARTMENT OF CIVIL ENGINEERING Time : 2 Hr.
INDIAN INSTITUTE OF TECHNOLOGY DELHI 06.01. 2021
MAJOR EXAMINATION (Set-I)
Only for the students having the Entry Number ending at either 1 or 3
Q#1. Determine the support reactions, the
bending moments and the joint rotations
of the continuous beam shown in figure
using the Direct Stiffness Matrix Method.
(25 marks)
Q#2. Using Matrix Displacement Method,
determine the bending moments and
rotations at all the joints of the portal
frame shown in the figure. (20 marks)
Q#3. Determine the bending moments and support reactions at all the joints of the beam
shown below using Slope-Deflection Method. Draw the bending moment and shear
force diagrams. (25+10 marks)
Q#4. A cantilever beam of length ‘L’ subjected to a triangular load of maximum magnitude
‘w’ at the free end as shown in the figure. Using Rayleigh Ritz Method, determine the
deflection and slope at the free end. (10 marks)
Q#5. Determine ‘member stiffness factor’ of the beam AB of constant flexural rigidity (EI) as
shown in the following figure. There is a hinge at the point “C” of the beam. (10 Marks)
A EI Hinge B
l1 C l2
CVL-341(2019-20) Quiz-1 **
STRUCTURAL ANALYSIS-II (CVL 341) Full mark : 100
DEPARTMENT OF CIVIL ENGINEERING Time : 2 Hr.
INDIAN INSTITUTE OF TECHNOLOGY DELHI 06.01. 2021
MAJOR EXAMINATION (Set-II)
Only for students having the Entry Number ending at either 2 or 4
Q#1. Determine the support reactions, the
bending moments and the joint rotations
of the continuous beam shown in figure
using the Direct Stiffness Matrix Method.
(25 marks)
Q#2. Using Matrix Displacement Method,
determine the bending moments and
rotations at all the joints of the portal
frame shown in the figure. (20 marks)
Q#3. Determine the bending moments and support reactions at all the joints of the beam
shown below using Slope-Deflection Method. Draw the bending moment and shear
force diagrams. (25+10 marks)
Q#4. A cantilever beam of length ‘L’ subjected to a triangular load of maximum magnitude
‘w’ at the free end as shown in the figure. Using Rayleigh Ritz Method, determine the
deflection and slope at the free end. (10 marks)
Q#5. Determine ‘member stiffness factor’ of the beam AB of constant flexural rigidity (EI) as
shown in the following figure. There is a hinge at the point “C” of the beam. (10 Marks)
A EI Hinge B
l1 C l2
CVL-341 Major Examination 2020-21 (I)
STRUCTURAL ANALYSIS-II (CVL 341) Full mark : 100
DEPARTMENT OF CIVIL ENGINEERING Time : 2 Hr.
INDIAN INSTITUTE OF TECHNOLOGY DELHI 06.01. 2021
MAJOR EXAMINATION (Set-III)
Only for the students having the Entry Number ending at either 5 or 7
Q#1. Determine the support reactions, the
bending moments and the joint rotations
of the continuous beam shown in figure
using the Direct Stiffness Matrix Method.
(25 marks)
Q#2. Using Matrix Displacement Method,
determine the bending moments and
rotations at all the joints of the portal
frame shown in the figure. (20 marks)
Q#3. Determine the bending moments and support reactions at all the joints of the beam
shown below using Slope-Deflection Method. Draw the bending moment and shear
force diagrams. (25+10 marks)
Q#4. A cantilever beam of length ‘L’ subjected to a triangular load of maximum magnitude
‘w’ at the free end as shown in the figure. Using Rayleigh Ritz Method, determine the
deflection and slope at the free end. (10 marks)
Q#5. Determine ‘member stiffness factor’ of the beam AB of constant flexural rigidity (EI) as
shown in the following figure. There is a hinge at the point “C” of the beam. (10 Marks)
A EI Hinge B
l1 C l2
CVL-341(2019-20) Quiz-1 **
STRUCTURAL ANALYSIS-II (CVL 341) Full mark : 100
DEPARTMENT OF CIVIL ENGINEERING Time : 2 Hr.
INDIAN INSTITUTE OF TECHNOLOGY DELHI 06.01. 2021
MAJOR EXAMINATION (Set-IV)
Only for the students having the Entry Number ending at 6 or 8
Q#1. Determine the support reactions, the
bending moments and the joint rotations
of the continuous beam shown in figure
using the Direct Stiffness Matrix Method.
(25 marks)
Q#2. Using Matrix Displacement Method,
determine the bending moments and
rotations at all the joints of the portal
frame shown in the figure. (20 marks)
Q#3. Determine the bending moments and support reactions at all the joints of the beam
shown below using Slope-Deflection Method. Draw the bending moment and shear
force diagrams. (25+10 marks)
Q#4. A cantilever beam of length ‘L’ subjected to a triangular load of maximum magnitude
‘w’ at the free end as shown in the figure. Using Rayleigh Ritz Method, determine the
deflection and slope at the free end. (10 marks)
Q#5. Determine ‘member stiffness factor’ of the beam AB of constant flexural rigidity (EI) as
shown in the following figure. There is a hinge at the point “C” of the beam. (10 Marks)
A EI Hinge B
l1 C l2
CVL-341 Major Examination 2020-21 (I)
STRUCTURAL ANALYSIS-II (CVL 341) Full mark : 100
DEPARTMENT OF CIVIL ENGINEERING Time : 2 Hr.
INDIAN INSTITUTE OF TECHNOLOGY DELHI 06.01. 2021
MAJOR EXAMINATION (Set-V)
Only for the students having the Entry Number ending at 9 or 0
Q#1. Determine the support reactions, the
bending moments and the joint rotations
of the continuous beam shown in figure
using the Direct Stiffness Matrix Method.
(25 marks)
Q#2. Using Matrix Displacement Method,
determine the bending moments and
rotations at all the joints of the portal
frame shown in the figure. (20 marks)
Q#3. Determine the bending moments and support reactions at all the joints of the beam
shown below using Slope-Deflection Method. Draw the bending moment and shear
force diagrams. (25+10 marks)
Q#4. A cantilever beam of length ‘L’ subjected to a triangular load of maximum magnitude
‘w’ at the free end as shown in the figure. Using Rayleigh Ritz Method, determine the
deflection and slope at the free end. (10 marks)
Q#5. Determine ‘member stiffness factor’ of the beam AB of constant flexural rigidity (EI) as
shown in the following figure. There is a hinge at the point “C” of the beam. (10 Marks)
A EI Hinge B
l1 C l2
CVL-341(2019-20) Quiz-1 **
