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Bar Bending Schedule - Introduction to Structural Design - Old Exam Paper, Exams of Structural Analysis

Main points of this past exam are: Bar Bending Schedule, Reinforced Concrete Beam, Maximum Loading on Beam, Superstructure, Dead Loading, Weight of Suspended Ceiling, Design Equations and Tables, Flexure Design, Shear Design

Typology: Exams

2012/2013

Uploaded on 03/27/2013

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CORK INSTITUTE OF TECHNOLOGY
INSTITIÚID TEICNEOLAÍOCHTA CHORCAÍ
Semester 2 Examinations 2008/09
Module Title: Introduction to Structural Design
Module Code: CIVL6020
School: Building and Civil
Programme Title: Bachelor of Engineering in Civil Engineering – Year 2
Programme Code: CCIVL_7_Y2
External Examiner(s): Mr J Lapthorne, Mr J Kindregan
Internal Examiner(s): Dr N Power, Ms S Corcoran
Instructions: Attempt ALL questions.
Use separate answer books for each section
Duration: 2 Hours
Sitting: Summer 2009
Requirements for this examination:
Candidates may refer to
1. ‘Approved Design Aids’ – (CIT Booklet)
3. ‘Designed & Detailed’ – (BCA Booklet)
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 2 Examinations 2008/

Module Title: Introduction to Structural Design

Module Code: CIVL

School: Building and Civil

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

Programme Code: CCIVL_7_Y

External Examiner(s): Mr J Lapthorne, Mr J Kindregan Internal Examiner(s): Dr N Power, Ms S Corcoran

Instructions: Attempt ALL questions. Use separate answer books for each section

Duration: 2 Hours

Sitting: Summer 2009

Requirements for this examination: Candidates may refer to

1. ‘Approved Design Aids’ – (CIT Booklet) 3. ‘Designed & Detailed’ – (BCA Booklet)

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.

Section A –Reinforced Concrete

QA1 Reinforced Concrete Beam (Total 50 Marks)

Figure Q.A1, details the beam and column layout of a reinforced concrete structure. Design and prepare bar bending schedule for the simply supported rectangular beam along grid line 2.

(i) Determine the maximum loading on beam (11 marks) (ii) Design the simply supported beam along grid line 2. (33 marks) (iii) Prepare a bar bending schedule for the beam designed in section A1. (i, ii & iii) Include the completed schedule with you Answer Book. (6 marks)

Design Information for Q.A1:

Durability and Fire: Exposure: Superstructure – mild Fire: 1 hour Loading: Dead Loading: Specific weight of reinforced concrete = 24 kN/m^3 Weight of suspended ceiling & services = 1.75kN/m^2 Brick/Block wall (2.4m height on all beams) = 4.1kN/m^2 of wall area

Imposed Loading: ( uniformly distributed loadings of Table 1, BS6399 –1:1996) Office (general use) = Category B Weight of removable partitions/fittings = 1.75kN/m^2 Materials: Concrete:^ Grade 35 (maximum aggregate size 20mm) Reinforcement: Main – high yield, fy = 460 N/mm^2 Links – mild steel, f (^) y = 250 N/mm^2

Figure QA

A B

(^175) Slab

(^175) Slab

(^175) Slab

250 x 475 Beam All columns 300 x 300

Q. A1 (iii): Please Return with Answer Book

Student Name: Student No.

  • Figure QB