Question 1:
The truss is loaded as shown below. EA for all bars is 40 x 103 kN. Use the virtual work
method to determine the vertical displacement at joint B.
E
3
A
2
5
B
1
3m
4
6
F
40 kN
8
7
C
D
9
60 kN 1
4m
4m
4m
Member
N [kN]
[mm/kN]
e=N [mm]
1 (AE)

1
CVEN3301StructuralAnalysisandModellingTutorial
RevisionofStatics
Question1
Determine the reactions at A and B for the loaded beam. Draw the shear and bending moment
diagramsforthebeam.(UseMicrostranorMDSolidstocheckyoursolutions)
2.4 kN/m
A
0.9 m
B
1.5
CVEN3301 Structural Analysis and Modelling QUIZ 2
WEEK 5
Time allowed: 50 minutes
Number of questions: 2
Exam conditions:
CLOSED BOOK
SURNAME: _ FIRST NAME:_ ID:_
QUESTION 1 (80 marks):
For the truss structure loaded as shown below determine the vertical
Module 2
Analysis of Statically Indeterminate Structures by the Matrix Force Method
Version 2 CE IIT, Kharagpur
Lesson 9
The Force Method of Analysis: Beams (Continued)
Version 2 CE IIT, Kharagpur
Instructional Objectives
After reading this chapter the st
Module 2
Analysis of Statically Indeterminate Structures by the Matrix Force Method
Version 2 CE IIT, Kharagpur
Lesson 10
The Force Method of Analysis: Trusses
Version 2 CE IIT, Kharagpur
Instructional Objectives
After reading this chapter the student wil
Problem 10.40* Draw the shear force and bending
moment diagrams.
y
20 kNm
6 kN
Solution: Start with the reactions
MA : 6 kN 6 m C 20 kNm
24 kN 3 m
Fy : A C B
12 kN 8 m C B 6 m D 0
6 kN
24 kN
12 kN D 0
Thus A D 23.3 kN, B D 18.67 kN
24 kN
12 kN
20 kNm
A
Module 2
Analysis of Statically Indeterminate Structures by the Matrix Force Method
Version 2 CE IIT, Kharagpur
Lesson 12
The ThreeMoment EquationsI
Version 2 CE IIT, Kharagpur
Instructional Objectives
After reading this chapter the student will be able
Module 2
Analysis of Statically Indeterminate Structures by the Matrix Force Method
Version 2 CE IIT, Kharagpur
Lesson 11
The Force Method of Analysis: Frames
Version 2 CE IIT, Kharagpur
Instructional Objectives
After reading this chapter the student will
Module 2
Analysis of Statically Indeterminate Structures by the Matrix Force Method
Version 2 CE IIT, Kharagpur
Lesson 13
The ThreeMoment EquationsIi
Version 2 CE IIT, Kharagpur
Instructional Objectives
After reading this chapter the student will be abl
Module 2
Analysis of Statically Indeterminate Structures by the Matrix Force Method
Version 2 CE IIT, Kharagpur
Lesson 7
The Force Method of Analysis: An Introduction
Version 2 CE IIT, Kharagpur
Since twentieth century, indeterminate structures are being
Module 2
Analysis of Statically Indeterminate Structures by the Matrix Force Method
Version 2 CE IIT, Kharagpur
Lesson 10
The Force Method of Analysis: Trusses
Version 2 CE IIT, Kharagpur
Instructional Objectives
After reading this chapter the student wil
Module 2
Analysis of Statically Indeterminate Structures by the Matrix Force Method
Version 2 CE IIT, Kharagpur
Lesson 8
The Force Method of Analysis: Beams
Version 2 CE IIT, Kharagpur
Instructional Objectives
After reading this chapter the student will b
Module 2
Analysis of Statically Indeterminate Structures by the Matrix Force Method
Version 2 CE IIT, Kharagpur
Lesson 11
The Force Method of Analysis: Frames
Version 2 CE IIT, Kharagpur
Instructional Objectives
After reading this chapter the student will
Module 2
Analysis of Statically Indeterminate Structures by the Matrix Force Method
Version 2 CE IIT, Kharagpur
Lesson 13
The ThreeMoment EquationsIi
Version 2 CE IIT, Kharagpur
Instructional Objectives
After reading this chapter the student will be abl
Module 2
Analysis of Statically Indeterminate Structures by the Matrix Force Method
Version 2 CE IIT, Kharagpur
Lesson 7
The Force Method of Analysis: An Introduction
Version 2 CE IIT, Kharagpur
Since twentieth century, indeterminate structures are being
Module 2
Analysis of Statically Indeterminate Structures by the Matrix Force Method
Version 2 CE IIT, Kharagpur
Lesson 8
The Force Method of Analysis: Beams
Version 2 CE IIT, Kharagpur
Instructional Objectives
After reading this chapter the student will b
CVEN3301 Structural Analysis and Modelling QUIZ 2
Time allowed: 50 minutes
Exam conditions:
WEEK 6
CLOSED BOOK
SURNAME: _ FIRST NAME:_ ID:_
QUESTION:
For the truss structure loaded as shown below calculate:
a) all member forces and reactions
b) the horizo
CV
VEN 3301 Structural Analysis and Modelling
A
s
g
QUIZ 1
Q
WEEK 3
W
Time allowed 50 minu
d:
utes
Ex
xam condit
tions CLO
OSED BOO
OK
SU
URNAME
E:
.F
FIRST NA
AME:. .ID:
.
TU ROOM
UT
M:
QUESTIO 1:
ON
De
etermine the reac
e
ctions on member ABC at A and B
SOLU'T/D/U
CV EN 3301 Structural Analysis and Modelling QUIZ 1
WEEK 3
Time allowed: 50 minutes Exam conditions CLOSED BOOK
(B I F “HE
. .FIRST NAME:.lD.: . . .
TUT ROOM: . .
QUESTION 1:
For the frame shown below draw the BMD (on TENSION Side) and SF
Question
The structure shown in the following figure is modelled for a stiffness analysis using 4
elements. For all members the magnitude of modulus of elasticity is taken as E =
2108kN/m2 where the crosssection areas of beam elements CD and DE are taken
CVEN3301 Structural Analysis and Modelling — QUIZ 1
WEEK 2
Time allowed: 50 minutes Exam conditions: CLOSED BOOK
Number of questions: 2
SURNAME: FIRST NAME: ID:
QUESTION 1 (50 marks):
For the roof truss shown in Figure 1, calculate the axial forces in mem
CVEN3301 Structural Analysis and Modelling QUIZ 3
Time allowed: 50 minutes
Exam conditions: CLOSED BOOK (a data sheet is provided)
Number of questions: 1
SURNAME: _ FIRST NAME:_ ID:_
QUESTION:
A linear elastic truss is loaded as shown (dimensions in meter
CVEN3301 Structural Analysis and Modelling QUIZ 4
Time allowed: 50 minutes
Exam conditions: CLOSED BOOK (a data sheet is provided)
Number of questions: 1
SURNAME: _ FIRST NAME:_ ID:_
QUESTION:
A linear elastic frame is loaded as shown. A stiffness analysi
CVEN3301 Structural Analysis and Modelling QUIZ 3
Time allowed: 50 minutes
Exam conditions: CLOSED BOOK (a data sheet is provided)
QUESTION:
An elastic truss is loaded as shown (dimensions in meters). In addition to the applied loads,
member AC is subject
CVEN3301 Structural Analysis and Modelling QUIZ 3
Time allowed: 50 minutes
Exam conditions: CLOSED BOOK (a data sheet is provided)
QUESTION:
A linear elastic truss is loaded as shown (dimensions in meters). In addition to the applied
load, member AC is su
CVEN 3301  Structural Analysis
and Modelling
KINEMATICS OF
TRUSSES
(geometric relations)
LECTURE OUTLINE
Clarification on P = H N and e = G u
Examples
Statically determinate trusses
Statically indeterminate trusses
LECTURE OUTLINE
Flexibility coefficient