Repeat Exams for Structural Engineering - CIVL 6024, CIT, 2010, Exams of Structural Analysis

The instructions and questions for the repeat examinations of the structural engineering module (civl 6024) in the bachelor of engineering in civil engineering program at the cork institute of technology. The exam covers topics such as determining forces in trusses, support reactions and bending moment diagrams for beams, and evaluating the centroid and second moment of area of beams. The document also includes information about the exam duration, sitting, and requirements.

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2012/2013

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CORK INSTITUTE OF TECHNOLOGY
INSTITIÚID TEICNEOLAÍOCHTA CHORCAÍ
Semester 1 Repeat 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: Autumn 2010
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 Repeat 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: Autumn 2010

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.

Q

(a) Determine the force in each of the members of the pin jointed framework shown in Fig. Q1 using the method of joints. Indicate the forces on a neat sketch of the framework and show whether they are tensile or compressive. (17%)

(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 (8%) [25%]

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 contra-flexure. (15%) (b) If the beam cross section is as shown in Fig.Q2 (b) determine the maximum tensile and compressive bending stresses in the beam. (10%)

[25%]

1

2

3

4

5

A (^) B

C

D

Fig.Q

20kN

2m

3m

1m

2m

2m

10kN

Fig.Q2 (a)

A (^) B

6m 5m

w = 20kN/m

C

W 1 = 15kN (^) 15kN

4m D

W 2 = 25kN

15 0mm  1 0mm

10 mm  300 mm

30 0mm  20 mm

Fig.Q2 (b)