mtbkh shkl hrf l nprojects project 1 office design project 2 kitchen d
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مطبخ شكل حرف L/nProjects:
Project 1: office design
Project 2: kitchen design
Project 3: toys for kids
Project 4: wheelchair
Project 5: bicycle
Project 6: hardware tools
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Who is your customer?
How (anthropometric) are the customer?
What type of materials do you want your desk to be?
What will you use this project for?
Where will you put the (product)?
What kind of design would you like on your Product?
What types of things will you want to store, auxiliary
this in your product?
Anything else you think will help you design the
perfect product for your client.
What are the safety measures?
Improves product performance.
Improves user experience.
Fewer product returns
Reduces costs.
Reduces risk and liability.
Evaluation:
• report
• Presentation
• Contents/n LSBU
School of The
Built Environment
and Architecture
COURSEWORK BRIEF
Design of Elements
Course(s)
Year
Module
BEng (Hons) Civil Engineering FT (Course code: 191)
BEng (Hons) Civil Engineering PT (Course code: 192)
BEng (Hons) Civil Engineering (TAC Design Apprenticeship) (Course code: 5132)
Year 2 FT, Year 3 PT and APT
Design of Elements
Code
BEA_5_413
Credit value
20
Title
Weighting
Issue date
Hand-in date
Module Leader
Staff contact
Learning
Outcomes
Structural Design Group Coursework
30% of module mark
Determine loadings and the design of structural elements in accordance with European structural
standards (Eurocodes 0, 1, 2 and 3). (C4, C5, C6)
Work as a group to produce annotated drawings. (C16, C17)
Abbreviations SM, EA, D, EL, P and G refer to the learning outcomes in the Engineering Council
AHEP documentation for Technical and Non-Technical MSc programmes which provide the full
requirement for CEng.
This coursework will be anonymously marked.
Please follow the LSBU Anonymous Marking submission procedure.
Submission must be made on Moodle site. Contents
1. Assessment of the Module.
Delivables...
Submission Requirements and Deadline
2.
Introduction.....
3.
Design Data.
4.
5.
6.
7.
Feedback..
8.
Marking Criteria.
Peer Review Assessment Sheet...
.3
.8
10
11
11
Coursework Brief
Page 2 of 12 1. Assessment of the Module
The assessment of this module consists of component as listed in the table below.
Component
Weighting
Pass Mark
CW1 (30%) Group Project
100%
40%
CW2 (70%) Open book test
Module
100%
40%
2. Introduction
The project is to develop a structural design for an arts and culture exhibition space for Royal Borough of
Greenwich to promote the history of the surrounding area.
The Client, the Royal Borough of Greenwich, wishes to create a landmark building that reflects the cultural
heritage of the surrounding sites and the history of the British clipper ship the Cutty Sark (built in 1869).
The following elements are NOT required in your design: foundation design, lateral stability, ground
floor slab design and reinforced concrete column design.
Welland St
Coursework Brief
Cutty Sark
Bellot Memorial
Trinity Laban
College Way
Old Royal Naval College
A206
College Way
University of
Greenwich
A206
St Alfege Church
Greenwich Market
Nelson Rd
A206
Park Row
Queen's House
National Maritime
Museum
Roan St
Figure 1 - Google Satelite view (Not to Scale)
Page 3 of 12 3. Design Data
Structural Material
•
Concrete grade to be determined by your group.
•
Assume fyk = 500 N/mm² steel reinforcement.
• Assume S355 steel for all steel members.
•
•
•
•
Building layout
The overall shape of the structure is provided in the attached drawings; however, each group has a
target building footprint (area on plan) that they must aim for. You are allowed a +/- 10% tolerance on
the final footprint area.
Floor heights
The ground floor will consists of a car park with a minimum headroom of 4.5 m, columns are permitted
on the ground floor.
The first floor is to be designed for storage of art items and the Client requires this space to be flexible
so it can be used as exhibition space, hence there is no column is permitted on the first floor. The
minimum head height is 6 m.
The second floor consists of consultation area for placing orders and a café overlooking the River
Thames. The planning condition requires that the overall building height shall not exceed 23 m due to
issue with line of sights.
Structural zone - Include a tolerance and deflection zone of 40 mm and a service zone of 300 mm in
the floor depths.
Materials
•
No ground floor design required
•
•
Ground to first floor is reinforced concrete (RC) structure, the thickness of the floor slabs in the RC
floor is to be determined by you.
First floor and above is to be steelwork, you may assume a floor slab thickness of 150 mm for the
steel frame.
Loading (Characteristic)
First Floor
Superimposed dead load
[CHECK TABLE]
Imposed load for exhibition BS EN 1991–1 (see C11, Table 2) = ? kN/m²
Self weight of floor (by you)
Second Floor
Superimposed dead load
[CHECK TABLE]
Imposed load for café BS EN 1991–1 (see C11, Table 2) = ? kN/m²
Self weight of floor (by you)
Coursework Brief
Page 4 of 12 Roof (lightweight)
Finishes and metal decking
Ceiling and Services
= 1.20 kN/m²
= 0.15 kN/m²
Imposed load for roof BS EN 1991-1-1 (See H, Table 2)
= 0.60 kN/m²
Cladding
A cladding load of 5.0 kN/m² (characteristic load) should be allowed around the perimeter of the building
to allow for a 'green cladding' system.
If you require any additional design data, use your engineering judgement or a reference, stating
any assumptions made in your submission.
Actions on Structures 93
94
Structural Engineer's Pocket Book
(continued)
Variable actions: Imposed floor loads
The following table from BS EN 1991-1 gives the normally accepted minimum floor loadings.
Clients can consider sensible reductions in these loads if it will not compromise future flexibil-
ity. A survey by Arup found that office loadings very rarely even exceed the values quoted for
domestic properties.
The gross live load on columns and/or foundations from sections A to D in the table can be reduced
in relation to the number of floors or floor area carried to BSEN 1991-1. Live load reductions are not
permitted for loads from storage and/or plant, or where exact live loadings have been calculated.
Type of
activity/
occupancy
for part of
the building
or structure
Concen-
Uniformity
distributed load
trated
load Q
Examples of specific use
qk (kN/m²)
(kN)
C21 Assembly areas with fixed seating (see
Note c)
4.0
3.6
C22 Places of worship
3.0
2.7
Type of
activity/
occupancy
for part of
the building
or structure
A. Domestic
and
residential
activities
(Also see
category C)
Examples of specific use
A1 All usages within self-contained dwelling 1.5
units (a unit occupied by a single family or a
modular student accommodation unit with
a secure door comprising not more than six
single bedrooms and an internal corridor).
Communal areas (including kitchens) in
blocks of flats with limited use (see Note a).
For communal areas in other blocks of flats,
see A5, A6 and C3
Concen-
Uniformity
distributed load
qk (kN/m²)
trated
load Qk
(kN)
2.0
C3 Areas without obstacles for moving people
C31 Corridors, hallways, aisles in institutional 3.0
type buildings not subjected to crowds or
wheeled vehicles, hostels, guest houses,
residential clubs, and communal areas in
blocks of flats not covered by Note a
C32 Stairs, landings in institutional type
buildings not subjected to crowds or
wheeled vehicles, hostels, guest houses,
residential clubs, and communal areas in
blocks of flats not covered by Note a
4.5
3.0
4.0
C33 Corridors, hallways, aisles in all buildings 4.0
not covered by C31 and C32, including
hotels and motels and in institutional type
buildings subjected to crowds
4.5
A2 Bedrooms and dormitories except those 1.5
2.0
in self-contained single family dwelling
units and in hotels and motels
A3 Bedrooms in hotels and motels; hospital 2.0
2.0
wards; toilet areas
C34 Corridors, hallways, aisles in all
buildings not covered by C31 and C32,
including hotels and motels and in
institutional type buildings subjected to
wheeled vehicles, including trolleys
5.0
4.5
A4 Billiard/snooker rooms
2.0
2.7
Balconies
A5 Single family dwelling units and
communal areas in blocks of flats with
limited use (see Note a)
A6 Hostels, guest houses, residential
clubs and communal areas in blocks of
flats except those covered by Note a
A7 Hotels and motels
Same as rooms to
which they give
access but with a
minimum of 3.0
Same as rooms to
which they give
access but with a
minimum of 4.0
trated at the
outer edge)
2.0
(concen-
trated at the
outer edge)
2.5
2.0
C35 Stairs, landings in all buildings not
covered by C31 and C32, including hotels
and motels, and institutional buildings
subjected to crowds
4.0
4.0
2.0
(concen-
C36 Walkways-Light duty (access suitable
for one person, walkway width approx.
600 mm)
3.0
2.0
C37 Walkways - General duty (regular
two-way pedestrian traffic)
5.0
3.6
C38 Walkways - Heavy duty (high-
7.5
4.5
density pedestrian traffic including
escape routes)
B. Offices
B1 General use other than B2
2.5
areas
B2 At or below ground floor level
3.0
2.7
2.7
C39 Museum floors and art galleries for
exhibition purposes
4.0
4.5
C. Areas
C1 Areas with tables
C. Areas
where
C4 Areas with possible physical activities
where
C11 Public, institutional and communal
2.0
3.0
people may
people may
dining rooms and lounges, cafes and
C41 Dance halls and studios, gymnasia,
stages (see Note e)
5.0
3.6
congregate
restaurants (see Note b)
(with the
C12 Reading rooms with no book storage
2.5
4.0
congregate
(with the
exception of
exception of
C42 Drill halls and drill rooms (see Note e)
C5 Areas susceptible to large crowds
5.0
7.0
areas defined C13 Classrooms
3.0
3.0
areas
defined
under
category A, B
and D)
under
category A, B
and D)
C51 Assembly areas without fixed seating, 5.0
concert halls, bars and places of worship
(see Note d and Note e)
3.6
continued
C52 Stages in public assembly areas (see
Note e)
7.5
4.5
Coursework Brief
C2 Areas with fixed seats
Table 1- Extract from Structural Engineer's Pocket Book by Fiona Cobb
Page 5 of 12