Structural Engineering Exam: Year 2, CIVL 6024, Winter 2009, Exams of Structural Analysis

An examination paper from the cork institute of technology for the structural engineering module (civl 6024) in the bachelor of engineering in civil engineering program (ccivl_7_y2), year 2. Instructions, duration, and requirements for the 2-hour winter 2009 exam. It consists of four questions covering topics such as determining forces in truss members, support reactions, centroid and second moment of area, plastic neutral axis, and stress calculations for concrete columns.

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2012/2013

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CORK INSTITUTE OF TECHNOLOGY
INSTITIÚID TEICNEOLAÍOCHTA CHORCAÍ
Semester 1 Examinations 2009/10
Module Title: Structural Engineering
Module Code: CIVL 6024
School: Building & Civil Engineering
Programme Title: Bachelor of Engineering in Civil Engineering – Year 2
Programme Code: CCIVL_7_Y2
External Examiner(s): Mr J. Murphy, Ms. M. Kyne
Internal Examiner(s): Dr. R.A. Guinee, Mr. A. Conway
Instructions: Please answer FOUR questions.
Duration: 2 Hours
Sitting: Winter 2009
Requirements for this examination:
Note to Candidates: Please check the Programme Title and the Module Title to ensure that you have received the
correct examination.
If in doubt please contact an Invigilator.
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CORK INSTITUTE OF TECHNOLOGY

INSTITIÚID TEICNEOLAÍOCHTA CHORCAÍ

Semester 1 Examinations 2009/

Module Title: Structural Engineering

Module Code: CIVL 6024

School: Building & Civil Engineering

Programme Title: Bachelor of Engineering in Civil Engineering – Year 2

Programme Code: CCIVL_7_Y

External Examiner(s): Mr J. Murphy, Ms. M. Kyne Internal Examiner(s): Dr. R.A. Guinee, Mr. A. Conway

Instructions: Please answer FOUR questions.

Duration: 2 Hours

Sitting: Winter 2009

Requirements for this examination:

Note to Candidates: Please check the Programme Title and the Module Title to ensure that you have received the correct examination. If in doubt please contact an Invigilator.

Q1.

(a) Determine the force in each of the members of the pin jointed framework shown in Fig. Q using the method of joints. Indicate the forces on a neat sketch of the framework and show whether they are tensile or compressive. (b) If the above truss has an additional gravity load of 5kN at node C evaluate the forces in members 2, 3 and 4 using the method of sections

Q2. (a) Determine the support reactions for the beam shown in Fig.Q2 (a) and hence draw the shear force and bending moment diagrams for the beam noting all significant values. Ignore point of contraflexture. (b) If the beam cross section is as shown in Fig.Q2 (b) determine the maximum tensile and compressive bending stresses in the beam.

Fig.Q

35kN

3m

3m

1m

2m

3m

10kN

1

2

3

4

5 A B

C D

200mm × 20mm

10mm × 300mm

400mm × 20mm Fig.Q2 (a)^ Fig.Q2 (b)

A B

3m

C

3 0 kN

3 m

20kN/m

40 kN

10m

D