Structural Engineering Examination, CIVL 6024, Cork Institute of Technology, 2008/09, Exams of Structural Analysis

An examination paper from the cork institute of technology, school of building and civil engineering, for the bachelor of engineering in civil engineering – stage 2 program. The examination covers the module 'structural engineering' (civl 6024) and includes four questions related to determining forces in trusses, calculating support reactions and moment diagrams for beams, evaluating centroid and second moment of area for irregular beams, and determining stresses in various materials under different loading conditions. The examination lasts for 2 hours in the winter of 2008.

Typology: Exams

2012/2013

Uploaded on 04/02/2013

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CORK INSTITUTE OF TECHNOLOGY
INSTITIÚID TEICNEOLAÍOCHTA CHORCAÍ
Semester 1 Examinations 2008/09
Module Title: Structural Engineering
Module Code: CIVL 6024
School: School of Building and Civil
Programme Title: Bachelor of Engineering in Civil Engineering – Stage 2
Programme Code: CCIVL_7_Y2
External Examiner(s): Mr. J. Lapthorne, Mr. J. Kindregan
Internal Examiner(s): Dr. R.A. Guinee, Mr. A. Conway
Instructions: 4 Questions to be answered. All questions carry equal marks.
Duration: 2 Hours
Sitting: Winter 2008
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 paper.
If in doubt please contact an Invigilator.
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CORK INSTITUTE OF TECHNOLOGY

INSTITIÚID TEICNEOLAÍOCHTA CHORCAÍ

Semester 1 Examinations 2008/

Module Title: Structural Engineering

Module Code: CIVL 6024

School: School of Building and Civil

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

Programme Code: CCIVL_7_Y

External Examiner(s): Mr. J. Lapthorne, Mr. J. Kindregan Internal Examiner(s): Dr. R.A. Guinee, Mr. A. Conway

Instructions: 4 Questions to be answered. All questions carry equal marks.

Duration: 2 Hours

Sitting: Winter 2008

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 paper. If in doubt please contact an Invigilator.

Q1. (a) Determine the forces in each member of the pin-jointed framework shown in Fig.Q1. Indicate whether these forces are tensile or compressive. (15%)

(b) Determine the vertical deflection at node D of the truss in Fig.Q1 if E = 205 kN/mm^2 for steel and all members have cross sectional area A = 500 mm^2. (10%)

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. Points of contraflexure can be ignored in the calculation process. (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%)

3m 4m

3m

30kN 1m

1m

20kN

A (^) B

C

D

30 °

Fig.Q

5m 5m

12kN/m

25kN

5m

Hinge

Fig.Q2 (a)

5m

A (^) B D C

200mm × 10mm

8mm × 500mm

300mm × 12mm

Fig.Q2 (b)