construction technology & structures ebb 4 091 semester 2
TRANSCRIPT
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Construction Technology & StructuresEBB_4_091
Semester 2 2020/21
Welcome
Dr.Job Momoh
Prof. Joseph Kangwa
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Teaching team
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Module guide
Available online:
https://vle.lsbu.ac.uk
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Construction Technology & structures
• Focuses on non-
domestic construction
methods for commercial
and high-rise buildings
• Includes the study of
composite materials
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Construction Technology & Structures
2. What are the constraints
associated with high-rise
construction?
1. How are tall
buildings designed to
overcome the lateral
forces?
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What is covered in construction
Technology & Structures?
‘Assembly methods &
techniques associated with
large scale buildings or
structures.
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What is covered in construction
Technology & Structures?
‘Assembly methods &
techniques associated with
large scale buildings or
structures.
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New
York
Construction & structures module is broad but in the
main, it relates to understanding the design, behaviour
and therefore methods of assemblies associated with
steel, concrete and composite structures of both
medium and large scale nature.
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Define appropriate structural framing methods
• What are the design considerations?– Load, height, wind, gravity and Seismic loading
• What are the construction assembly
methods?– Composite, rigid, flexible & rigid construction
Why Study Construction Technology
and Structures?
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Why are some materials more appropriate to
high-rise construction and not low-rise
commercial buildings?
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Disparity is resolved by defining composite
frame design and assembly methods
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Key aims
To foster analytical thinking and
understanding of the principles that
determine the behaviour of structural
elements and the main factors that
dictate their design.
The module encourages both
deductive (logical links) leading to
inductive thinking of how building
materials in non-domestic buildings
are selected and formed into
structural elements and which
combine to create functional
structures of varying scales.
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Key Learning Outcomes
1. Distinguish between
structural and non-
structural elements in
terms of functional and
performance
expectations!
Shear
cores
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2. Demonstrate an understanding of structural behaviour of key
building elements and how they are detailed and assembled to
ensure improved structural performance
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column
column
column
Notice the positioning of columns
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3. Identify the factors that are critical to structural behaviour of medium
to large scale buildings! Such factors in tandem, will dictate the detailing
and rules of assembly for all primary and secondary interconnections be
it structural or non structural. The aim is to ensure that regardless of
scale, buildings should by design, fulfil the ultimate purpose for which
they are intended: workable and liveable spaces and in prime
locations dictate the ecomass of a city.
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• Defining appropriate framing systems
• Disparity is resolved by defining a
composite frame and assembly methods
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Construction Resources
Demonstrate an
understanding of
structural behaviour of
key building elements
and how they are
detailed and assembled
to ensure improved low
energy performance
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Construction resources
… Current Building Regulationshttps://www.gov.uk/government/collections/approved-documents
1667 Rebuilding
Act…
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Construction Resources: reading listhttps://lsbu.rl.talis.com/index.html
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Reading List: Core material
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Construction Resources: Construction
Information Service -CIS
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Construction Resources: Construction
Information Service -CIS
Step 1: click on “view product” for CIS
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Step 2: navigate site in usual way
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More library resources
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Construction resources
Familiarise yourself with:
• the library
• the Construction Information Service on the
IHS website
• the core text Barry’s Construction of Buildings
• the module guide
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Lecture programme semester 2
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Component 1:
Individual assignment
50% of final module mark
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Assessmen
t
Title Weighting Min Element
pass
Component
1
Individual
coursework
50% 35%
Compone
nt 2
Multiple
choice
exam
50% 35%
Module pass mark 40%
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Handing in date: Turnitin Online
• Week 13, FRIDAY 7th MAY 2021 by 2pm.
Coursework
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Component 2:
Multiple choice exam
100questions
11hrs2
Weighted 50% of final
module mark.
When?
Week commencing 17th May
2021 or 24th May 2021
These dates may change
and therefore students
are responsible for
checking the date of the
exam.
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These date may
change and
therefore students
are responsible for
checking the date of
th exam on their
personal timetable
(myLSBU). As tutors
we are not allow to
give these dates to y
as the exam office
can change these
without notice to the
teaching staff!
Assessment 2: when is the exam? How do I
find out?
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Exam & Assessment: log into mylsbu look
for examtimetables
?
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Assessmen
t
Title Weighting Marks
obtained
Final
weighting
Compone
nt 1
Individual
coursewrk
50% 40% 20%
Compone
nt 2
Multiple
choice
exam
50% 38% 19%
Remember the Module pass mark 40% 39%
Decision: student fails module at first attempt and has to resit.The
resit mark obtained will be capped at 40%.
E.g. at resit, student gets 85%, this mark will be reduced
(capped) at 40%
Example 1: how not to perform on the
module!
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Example 2: how not to perform on the module!Assessme
nt
Title Weighting Marks
obtained
Final
weighting
Component 1 Individual
coursewor
k
50% 90% 45%
Component 2 Multiple
choice
exam
50% 20% 10%
Remember the Module pass mark =
40%
50%
Decision: student fails exam component and module at first attempt and has to
resit the exam. The resit mark obtained will be capped at 40%.
e.g. at resit student gets 85%, this mark will still be reduced (capped) to 40%.
Thus a final module mark of 65% is recorded and awarded [ie. (45% for cwk
+ 20% due to capped resit mark of 40%].
Advice? pass above 40% in both components
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Assignment brief: Site plan
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Diversion of stream and earth retention around the
perimeter are already executed. You are only
concerned with the construction of foundations,
loading bay and basement up to existing ground
Level-EGL
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Diversion of the stream and the
earth retention walls are separate
packages and these are already
executed!
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Entry into the building has already
been finished by an earth retention
contractor.
Diversion of the stream and the earth
retention walls are separate packages and
these are already executed!
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Longitudinal cross section at GG
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Isometric details of the Loading bay
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Specification: 6 storey Insitu-concrete
building
•Foundations: Pads 1600mm x 1500m
x 800mm,
•Ground beams 600mm wide x 400mm
deep
•Foundation formation level is 94.3m
•Ground floor slab 250mm deep
reinforced concrete
•Basement: reinforced floor slab
outside loading bay 350mm deep
• Void to Basement grid is 650mm
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Specification: 6 Insitu-concrete storey
building
•Loading bay slab 1000mm deep
reinforced in-situ concrete; wall to wall
clear span = 7360mm wide
• Upper floor slabs 250mm reinforced
concrete and roof slab 200mm
•Circular columns: Basement/loading bay,
ground floor to 3rd Storey 400mmØ
•Circular columns - 4th to 6th storey 350mm
Ø
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Specification: 6 concrete storey building
•Cellular concrete walls finished flush
and between columns to allow loading
bay a clear span of 7360mm; loading bay
wings 320mm wide.
•With the exception of the square headed
columns to basement, other floor columns
to be mushroom head to prevent punch-
through or shear failure.
•Grill-steel spoon drain 1000mm wide x
250mm deep to centre of loading bay.
• General Floor height FFL to FFL = 3.2m.
•Loading bay-Basement height to ground
level # FFL to FFL 4.45m.
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Task 1.
•Your company’s own geotechnical report suggests the
presence of uncontrolled fill and a high
concentration of sulfates in the soft clay silts. Upon
examining the proposal in detail, it becomes apparent
to you that the in-house foundation design may not
be adequate and warrants further consideration.
•Upon examining the proposal in detail, it becomes
apparent to you that the in-house foundation design
may not be adequate and warrants further
consideration.
Coursework tasks
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Assignment brief
Task 1.
•With reference to the proposed foundation shown in
the brief (Figure 2 & 3), identify the inadequacies that
may be a source of concern to the structural
robustness of the foundations for the 6 storey building.
•Using clearly and well annotated drawings suggest
suitable solutions to enhance the original foundations.
(For this task, the written section must be on 3 single‐sided A4 pages. Accompanying
drawings for this task must be on a single-sided A3 maximum drawn to a scale of 1:20)
50 marks
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Assignment brief
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Assignment brief
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Assignment briefTask 2:
•The construction of the Loading bay (Figure 2) is to allow for
loading/unloading of goods by heavy articulated trucks. Using a
scale of 1:50, produce Hand/CAD drawn elevations at the
following points within the loading bay:
Please note: for this task all elevations/sections must be
based on the details as shown in Figure 2. Do not assume
alternative details beyond the in-house design brief provided
herewith.
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Task 2:
a. Front elevation at ‘FE’ taken at mid-point of the loading bay
wing and allowing 1000mm as the projection of the head-wall
either side of the loading bay walls. Your drawing should be fully
annotated, labelled and well described with as much technical
detail as deemed necessary for the onsite project team.
(Detail 1 drawn on a single side A3 as maximum)
Assignment brief
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Task 2: (continued)
b. A longitudinal cross section through
the loading bay taken at ‘LS’; assuming
a total length of 6.1m from the loading
bay end wings. The detail should
include a reinforced concrete roof and
floor to the loading bay, including
ground beams.
(Detail 2 drawn on a single side A3 as
maximum) (22 marks)
Assignment brief
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Task 3.• For both task 1, and 2, you must show evidence and depth of research
by identifying the relevant sources in support of the solutions,
punctuated by a body of accurate citations based on the Harvard
referencing system (10 marks).
Notorious among students are online sources
HSE (2015) Working at Height Regulations [Online] HSE publications.
Available at <http://www.hse.gov.uk/
workplacetransport/publications.htm> (Accessed: 10/01/2016)
Assignment brief
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Isometric details: Loading bay
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Longitudinal Cross section at GG
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Specific details
Plan
800mm
deep
Section GG
1600mm
deep
1500mm
deep600mm
wide
C/L
C/L
400mm
deep
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Site plan
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1000mm
deep650mm
deep
350mm
deep
void
250mm
Section GG
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400mm
diameter400mm
diameter
Columns
200mm 320mm loading bay
wings
C/LC/L
7360mm
diameter
1600m
m1600m
m
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Isometric details: Loading bay
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Configuration of the interaction between columns, ground floor slab and side-walls to the loading bay including examples of
annotation for task 1 horizontal membranes
520 x 120mm Square
headed column
capital to basement
area
Column cast half into
the sidewall of loading
bay
320 mm wide
reinforced
side wall of
loading bay
250mm
reinforced
Ground floor
slab
Centre line400mm dia. first
floor reinforced
concrete column
Ground
beamPad
void
Allow 650 mm void filled with robust
heave/shrinkage resistance
compressible EPS material dressed
sat on DPM. DPM to be opaque to
ultraviolet light, and radon barrier
compliant as per BS5534/EN13967and lap-welded min 300mm. As an
APM material to be free of punctures
or displacement. Ensure all Joints
between EPS are airtight-sealed with
double sided tape ≥ 150mm and
dressed with a geotechnical VCL
membrane inspected by geotechnical
Engineer
APM compliant treatment: hard-core to be clean,
wellgraded (max 22mm -min 3mm) and silicate inert ,
devoid of biodegradable material and to be tightly
compacted in layers no ˃ than 150mm and overall
build up not excessive (not ≥ 600mm). In
consultation with geotechnical engineer
Pulverised fuel ash (PFA) or Expanded Clay
pellets if pre dry-mixed as APM to be spread
directly beneath Bentonite clay sheets with joint
welded laps not to be ˂ than 300mm under strict
supervision of Geotechnical Engineer to determine
aggregate impact value of ≥10.
50mm double sided overlap
tape
75mm single sided
overlap tapeMembrane
1
Membrane
2
300mm min
oCveernlatrpeline
Loading bay side wall
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Formation level
EGL
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Rules for Submission
•The coursework must be submitted in Week 13 by no later
than 2pm on Friday 7th MAY, 2021. Please remember that
in accordance with the University policy, penalties will apply
to any late submissions.
•The coursework must be handed in at the main reception
in the Tower Block Level 3 no later than 2pm on Friday.
•An Coursework submission form and Marking criteria
page must accompany your submission.
Coursework
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• http://www.architecture.com/
• http://www.ciat.org.uk/
• http://www.landscapeinstitute.org/
• http://iwanttobealandscapearchitect.com/
• http://www.rics.org/
• http://www.ciob.org.uk/
• http://www.cices.org/
• http://www.istructe.org/
• http://www.cibse.org/
• http://www.ciphe.org.uk/
• http://www.icwgb.org/
Online sources must be written like this:
CIOB (2017) Foundation design [online] available at<http://www.ciob.org.uk/> (Accessed:15/01/2018)
Task 3: project your useful references:
These do not
comply with
the Harvard
style
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Coursework submission form
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Handing in instructions (please adhere to the following requirements or risk losing marks)
This module requires you to submit your coursework via
Turnitin, as well as a comb-bound folder.
Submitting online: via Turnitin
• In Turnitin you can revise, re-check and resubmit your work right up to
24hrs before the submission date and time.
• Only a single file submission containing all the three tasks will be possible
to upload (in other words each task cannot be submitted separately. Todo
this efficiently, Task 1 and 3 must be word processed on single-sided A4.
Then your drawings should be scanned and inserted after the
corresponding or respective tasks. It is only then that you should upload
all the written tasks and drawings in one goal under one file name.
Rules for submission
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• Please ensure that any written tasks comply within the page limit
indicated against each respective task. i.e. each written task must be
word processed, on single-sided A4; the font face should be in ‘Times
New Roman’, font size 12; the spacing between lines of text and
paragraphs is 1.5.
• The Bibliography should be produced on 2 single-sided A4 maximum;
this should be appended at the back of the folder and has to comply
with the same font and spacing as specified above.
• Your name and student number should be on every page (easily done if
you include this in the header or footer).
Please refer to the MODULE GUIDE for a more detailed assessment
outline. The content here is only a summary of all the notes relating to
the assessment brief.
Rules for submission
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Holt,A, and Lampl, F (2005) Principles of Construction Safety, 1stEdition, Oxford:
Blackwell Science.
Hughes, P and Ferrett, E (2005) Introduction to Health and Safety at Work: The handbook
for the NEBOSH National General Certificate, London: Elsevier-Butterworth
Heinemann.
HSE (2015) Statistics 2014/15:ANational Statistics Publication [online]Available
from<http://www.hse.gov.uk/statistics/overall/hssh201415.pdf> (Accessed
10/01/2014).
HSE (2015) Self-reported work-related illness and workplace injuries in 2014/15: Results
from the Labour Force Survey [online] Available from < http://www.
hse.gov.uk/statistics/lfs/lfs0809.pdf > (Accessed 10/01/2016).
Further/wider reading
Visit the HSE website follow this link to see latest publications on various health andSafety
related issues.
HSE (2015) Working at Height Regulations [Online] HSE publications.Available at
<http://www.hse.gov.uk/workplacetransport/publications.htm> (Accessed: 10/01/2016)
ReferencesGriffith, A and Howarth, T (2001) Construction Health and Safety Management, 1stEdition,
Harlow: Pearson Education Limited.