HAFIZ A WAHEED PORTFOLIO 2

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• Demonstrated over three years of dedicated experience in a key role
in large scale structural engineering projects.
• Structural analysis with software (EUROBEAMS, STAAD PRO
(QSE),SAFE, ETABS, PROKON,ROBOT) drawing with AutoCAD & REVIT.
• Able to design base isolated structures.
• Designed projects included commercial, leisure & residential.
• Following some examples highlighted the projects.
HAFIZ A WAHEED
STRUCTUR ENGINEER
PORTFOLIO

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HAFIZ A WAHEED STRUCTURAL ENGINEER PORTFOLIO
Client:
BP Oil UK Ltd Asset Development.
Project Details:
This was a two-storey, 367m2 floor space, new Marks & Spencer Store
located on an open plot owned be BP Oil UK Ltd. The store building was to
be designed of steel frame structure.
Personal input to project:
The building went through two major design changes and each time I was
required to aid the recalculation of structural elements along with
producing new general arrangement drawings and constant liaison with the
architect.
2016 – New Build Mark & Spencer Store in Cheadle.
Proposed Roof Plan
PROJECT: 1

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Euro-beams calculations for structural elements.

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Euro beams calculations for one of the beam

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Elevation 1 showing steel frame structure

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Elevation 2 showing columns, beams and restraints.

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Elevation 3 showing columns, beams and restraints

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Client:
Regency Homes Ltd.
Project Details:
This is ongoing multi storey Hatton Cross Hotel project with basement
parking and G+6 floors above at Heathrow Airport in London. This
development consisting of 583 bedrooms with associated dining and
conferencing facilities. The site is predominantly affected by noise from
aircraft arriving at and departing from Heathrow Airport which influenced
the external façade design.
I work with three senior structural engineer and two senior CAD technician.
My involvement is to prepare design calculation for the slabs, basement
parking, ground floor and typical floors above. I have prepared a 3D model
for worse case slab segment and analyse with CSI SAFE and check the short
and long term deflections. And prepared foundation plan and pile cap
drawings with rebar detail.
2016 – New Build Multi Storey Hatton Cross
at Heathrow Airport.
3D Model of Hatton Cross Hotel
PROJECT: 2

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Parking Roof Slab Analysis with CSI SAFE
Deflections (Elastic & Long-term) according to EC2
Parking Roof Slab Analysis with CSI SAFE
Deflections (Elastic & short-term) according to EC2

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Preliminary structural scheme sectionBasement section overview.

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Proposed Foundation PlanPile cap drawings with rebar detailing

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Pile cap drawings with rebar detailingPile cap drawings with rebar detailing

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Pile cap drawings with rebar detailing

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Pile cap drawings with rebar detailingPile cap drawings with rebar detailing

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Client:
Pellings Architecture Ltd
Project Details:
This was a single story extension at left side of the existing house. And there
was a existing drainage under.
The site was visited by me and collected relevant information about the
existing structure and drainage. It was recommended that soil test should
be done before proposed any scheme for the extension. It has been found
that only pile foundation has to be proposed due to soil condition. I was
required to prepare all calculations and drawings with details. Two proposal
have been produced and one of them was accepted by client.
2016 – Single Story Extension at Key Road, London
Foundation Plan with rebar detailing
PROJECT: 3

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Proposed foundation and drainage planSite plan with existing drainage.

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Cross-section of ground beam with rebar detailCross-section detail for foundation

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Client:
Richard Sears
Project Details:
This was a new build single storey garage block with car stack system
in basement.
I was required to co-ordinate with senior engineer to aid the
calculation of structural elements along with producing general
arrangement drawing and liaison with architect.
2016 – New Build Garage Block in Cambridgeshire.
Cross-section of structural scheme including foundation
PROJECT: 4

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Proposed foundation plan

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Proposed ground floor plan

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Cross-section detail for structure and foundation

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Cross-section detail for back areaCross-section detail for entrance area

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COST – Dh 2.28 million (AED)
PROJECT:
PROTOSED G+1 VILLA ON PLOT NO: 4220196 TOTAL AREA 8126.00 SQ.FT AT
AL-WARQA SECOND, DUBAI.
CLINENT:
REHANA MOHAMMAD NASRUDDIN FADHLUDDIN.
• Structural analysis & design with FEM software CSI ETABS using British
Standard (BS 8110 – 1997).
• All the slabs (Solid and Ribbed) analysis & design with CSI SAFE using
BS8110 – 1997.
• Critical structural elements (Foundation, Ribs of the Ribbed Slab &
Beams with long span and bearing more loads) analysis & Design with
PROKON using BS8110 – 1997.
• Generating the structural detailed drawings - Structural design.
Technical features:
• Concrete structure.
• Every structural element respecting the capacity design rules.
• Pad foundations on the 95% compacted soil 1.2 – 1.5 meter depth
according to soil test report.
• Columns Positioning according to all floors architectural drawings.(Key
point is priority given to architectural design)
2014 –PRIVATE VILLA AL-WARQA SECOND, DUBAI.
3D Model with CSI Etabs
PROJECT: 5

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Columns Analysis & Design for base to full height of structure
Beams Analysis & Design for first floor

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Columns
Positioning
according to all
floors
architectural
drawings.(Key
point is priority
given to
architectural
design)
Architectural
Front Elevation
with different
levels shown.
Stress Analysis
for the whole
frame structure
just to check
there is no
abnormality in
the structure.
Restraint
Reaction forces
at Footings play
the key role to
design footings
accordingly.

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First Floor Slab
rebar analysis
for direction 2
bottom rebar
according to
BS8110 - 1997
First Floor Slab
rebar analysis
for direction 2
top rebar
according to
BS8110 - 1997
First Floor
Slab rebar
analysis for
direction 1
bottom rebar
according to
BS8110 - 1997
First Floor Slab
Analysis with
CSI SAFE
Deflections
(Elastic &
Long-term)
according to
BS8110 - 1997

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Footing analysis and
design with
PROKON, input all
relevant data to
check safety factor
overturning (SLS), SF
overturning (ULS), SF
Slip (ULS) & SF Uplift
(ULS) etc.
Check analysis for
safety factor
Slip (ULS), SF Uplift
(ULS), Punching shear
and linear shear at x,y
directions according
to BS8110 - 1997
design with
PROKON, input all
relevant data to
check safety factor
overturning (ULS),
SF Slip (ULS) & SF
Uplift (ULS) etc.
Check analysis for
safety factor
Slip (ULS), SF Uplift
(ULS), Punching shear
and linear shear at x,y
directions. according
to BS8110 - 1997

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Slab’s Rib analysis
and design with CSI
SAFE input
parameters
according to BS 8110
- 1997
Slab’s Rib analysis and
design with CSI SAFE
input loads according
to BS 8110 - 1997
and design with CSI
SAFE view Elastic
Deflection according
to BS 8110 - 1997
and design with CSI
SAFE view Long-
term Deflection
according to BS
8110 - 1997
Slab’s Rib
analysis and
design with
CSI SAFE view
Shear Force
and Moments
Diagrams
according to
BS 8110 - 1997

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Slab’s Rib analysis and design with CSI SAFE view Shear and bending steel
according to BS 8110 - 1997Architectural Front Elevation
Architectural
Ground Floor
Plan with
accessories
Architectural
Cross Section
A-A with
Parapet detail.

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2013 – RESIDENTIAL BUILDING, AL-MIRDIF, DUBAI
PROJECT: 6
PROJECT:
PROTOSED G+3 BUILDING ON TOTAL AREA 15657.00 SQ.FT AT AL-MIRDIF,
DUBAI.
CLINENT:
HASSAN ALI FARDAN
Standard (BS 8110 – 1997) considered wind loads according to BS 6399-
95 but did not use special seismic design data.
• All the slabs analysis & design with CSI SAFE using BS8110 – 1997.
Technical features:
• Considered 250mm thick solid slab for all floors excluding Ground floor.

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3D Model without extrusion of elements
Columns Analysis & Design for
base to full height of structure

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First Floor Slab Analysis
with CSI SAFE
Deflections (Elastic & Long-
term) according to BS8110 -
1997
Second Floor Slab
Analysis with CSI SAFE
Deflections (Elastic &
Long-term) according to
BS8110 - 1997
Third Floor Slab Analysis
with CSI SAFE
Deflections (Elastic & Long-
term) according to BS8110
- 1997

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Restraint Reaction forces at
Footings play the key role to
design footings accordingly.
Tie Beams Analysis & Design for Ground floor
Shear wall analysis & design to
full height.

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2014 – PRIVATE VILLA, AL-KHAWANEEJ 1ST, DUBAI
PROJECT: 7
PROJECT:
PROPOSED GROUND VILLA ON PLOT NO: 281-6503 AREA 5867.00 SQ.FT AT
AL-KHAEANEEJ FIRST, DUBAI.
CLINENT:
MOAZA MOHAMMED ABDULRAHMAN AL QUFAIDI.
Standard (BS 8110 – 1997).
BS8110 – 1997.
Technical features:

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Front Elevation
Architectural Ground Floor Plan

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Structural Drawing for
Columns layout,
Sections and rebar
detail.
Structural Drawing
for Foundation
layout & rebar
schedule.
Structural Drawing for
Tie beams and wall
footings layout &
Sections with rebar
schedule.

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Structural Drawing for Roof Slab Framing
layout (Beams, Solid Slab, Ribbed Slab’s
sections and rebar detail.)
Structural Typical Drawing

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2014 – PRIVATE VILLA, AL-MIZHAR 2ND, DUBAI
PROJECT: 8
PROJECT:
PROPOSED G+1 VILLA AND SERVICE BLOCK ON PLOT NO: 263-1434 TOTAL
AREA 6692.00 SQ.FT AT AL-MIZHAR SECOND, DUBAI.
CLINENT:
SUMAIA, NADA, ASMA MOHAMMED AHMAD ALI AL-HAJJI.
Standard (BS 8110 – 1997).
BS8110 – 1997.
Technical features:

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Front Elevation
Architectural Ground Floor Plan
Columns Positioning
according to all floors
architectural
drawings.(Key point is
priority given to
architectural design)

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Columns Analysis & Design
for base to full height of
structure
Beams Analysis & Design
for first floor
3D model with Restraint Reaction
forces at Footings play the key role
to design footings accordingly.

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First Floor Slab Analysis with CSI SAFE Deflections
(Elastic & Long-term) according to BS8110 - 1997
Restraint Reaction forces at Footings play
the key role to design footings accordingly.

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2014 – PRIVATE VILLA, AL-MANARA, DUBAI.
PROJECT: 9
PROJECT:
PROPOSED GROUND VILLA ON PLOT NO: 3630366 TOTAL AREA 4205.00
SQ.FT AT AL-MANARA, DUBAI.
CLINENT:
YAHYA GHARIB HAMAD KHALFAN BIN JARSH
Standard (BS 8110 – 1997).
• All the slabs(Solid and Ribbed) analysis & design with CSI SAFE using
BS8110 – 1997.
Technical features:

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Columns Analysis & Design for
base to full height of structure
Beams Analysis & Design for first floor Beams Analysis & Design for virtual
Roof floor

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First Floor Slab Analysis with CSI SAFE
Deflections (Elastic & Long-term)
according to BS8110 - 1997
Restraint Reaction forces at
Footings play the key role to
design footings accordingly.
Stress Analysis for the whole
frame structure just to check
there is no abnormality in the
structure.

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Footing analysis and design
with PROKON.
Bending schedule parameters
Check analysis for safety
factor overturning (SLS),
SF overturning (ULS), SF
Slip (ULS), SF Uplift (ULS),
Punching shear and linear
shear at x,y directions
according to BS8110 -
1997
with PROKON, input all
relevant data to check safety
factor overturning (SLS), SF
overturning (ULS), SF Slip
(ULS) & SF Uplift (ULS) etc.

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Front Elevation
Architectural Ground Floor Plan3D model with Restraint
Reaction forces

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2013 – COMMERCIAL BUILDING, AL-JUMERA, DUBAI
PROJECT: 10
PROJECT:
PROPOSED G+3+TOWER BUILDING ON TOTAL AREA 23565.00 SQ.FT AT AL-
JUMERA, DUBAI.
CLINENT:
ABDUL AZIZ GHULAM LENJAWI
Standard (BS 8110 – 1997) considered wind loads according to BS 6399-
95 but did not use special seismic design data.
• All the slabs analysis & design with CSI SAFE using BS8110 – 1997.
Technical features:
• Raft foundations on the 95% compacted soil 2 – 2.5 meter depth from
natural ground level according to soil test report.
• Considered 250mm thick solid slab for all floors excluding Ground floor.

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Restraint
Reaction forces
at Footings
play the key
role to design
footings
accordingly.
3D model with
Restraint
Reaction forces
at Footings
3D Model without extrusion of elements

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Columns Analysis & Design for base to full height of structure
Columns Analysis & Design assign output colours range window

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Beams
Analysis
& Design
for first
floor
Beams
Analysis
& Design
for
second
floor
3D VIEW
DIAPHRAGMS
Stress
Analysis for
the whole
frame
structure just
to check
there is no
abnormality
in the
structure.

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with PROKON.
Bending schedule parameters
Check analysis for safety
factor overturning (SLS),
SF overturning (ULS), SF
Slip (ULS), SF Uplift (ULS),
Punching shear and linear
shear at x,y directions
according to BS8110 -
1997
with PROKON, input all
relevant data to check safety
factor overturning (SLS), SF
overturning (ULS), SF Slip
(ULS) & SF Uplift (ULS) etc.

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design with PROKON.
Bending schedule
parameters
Check analysis for
safety factor
overturning (SLS),
SF overturning
(ULS), SF Slip
(ULS), SF Uplift
(ULS), Punching
shear and linear
shear at x,y
directions
according to
BS8110 - 1997
design with
PROKON, input all
relevant data to
check safety factor
overturning (ULS),
SF Slip (ULS) & SF
Uplift (ULS) etc.

HAFIZ A WAHEED PORTFOLIO 2

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