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.

Personal input to project: 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 SAFEDeflections (Elastic & Long-term) according to EC2

Parking Roof Slab Analysis with CSI SAFEDeflections (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.

Personal input to project: 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.

Personal input to project: 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 area Cross-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.Personal input to project: • 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 SAFEDeflections (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 overturning (SLS), SF overturning (ULS), SF Slip (ULS), SF Uplift (ULS), Punching shear and linear shear at x,ydirections according to BS8110 - 1997


Check analysis for safety factor overturning (SLS), SF overturning (ULS), SF Slip (ULS), SF Uplift (ULS), Punching shear and linear shear at x,ydirections. 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

Slab’s Rib analysis and design with CSI SAFE view Elastic Deflection according to BS 8110 - 1997

Slab’s Rib analysis and design with CSI SAFE view Long-term Deflectionaccording 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

COST – Dh 7.39 million (AED)PROJECT:PROTOSED G+3 BUILDING ON TOTAL AREA 15657.00 SQ.FT AT AL-MIRDIF, DUBAI.CLINENT: HASSAN ALI FARDANPersonal input to project: • Structural analysis & design with FEM software CSI ETABS using British

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.• Critical structural elements (Foundation, Ribs of the Ribbed Slab &



Technical features:


according to soil test report.• Considered 250mm thick solid slab for all floors excluding Ground floor.• Columns Positioning according to all floors architectural drawings.(Key


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3D Model without extrusion of elements


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First Floor Slab Analysis with CSI SAFEDeflections (Elastic & Long-term) according to BS8110 -1997

Second Floor Slab Analysis with CSI SAFEDeflections (Elastic & Long-term) according to BS8110 - 1997

Third Floor Slab Analysis with CSI SAFEDeflections (Elastic & Long-term) according to BS8110 - 1997

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Tie Beams Analysis & Design for Ground floorShear wall analysis & design to full height.

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2014 – PRIVATE VILLA, AL-KHAWANEEJ 1ST, DUBAI


PROJECT: 7

COST – Dh 1.55 million (AED)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.Personal input to project: • Structural analysis & design with FEM software CSI ETABS using British





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

COST – Dh 1.86 million (AED)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.Personal input to project: • Structural analysis & design with FEM software CSI ETABS using British





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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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


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2014 – PRIVATE VILLA, AL-MANARA, DUBAI.


PROJECT: 9

COST – Dh 1.38 million (AED)PROJECT:PROPOSED GROUND VILLA ON PLOT NO: 3630366 TOTAL AREA 4205.00 SQ.FT AT AL-MANARA, DUBAI.CLINENT: YAHYA GHARIB HAMAD KHALFAN BIN JARSHPersonal input to project: • 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




Technical features:




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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



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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


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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

COST – Dh 14.85 million (AED)PROJECT:PROPOSED G+3+TOWER BUILDING ON TOTAL AREA 23565.00 SQ.FT AT AL-JUMERA, DUBAI.CLINENT: ABDUL AZIZ GHULAM LENJAWIPersonal input to project: • Structural analysis & design with FEM software CSI ETABS using British

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.• Critical structural elements (Foundation, Ribs of the Ribbed Slab &



Technical features:

• Concrete structure. • Every structural element respecting the capacity design rules. • 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.• Columns Positioning according to all floors architectural drawings.(Key


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3D model with Restraint Reaction forces at Footings

3D Model without extrusion of elements

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Columns Analysis & Design assign output colours range window

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Beams Analysis & Design for second floor

3D VIEW DIAPHRAGMS


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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


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Check analysis for safety factor overturning (SLS), SF overturning (ULS), SF Slip (ULS), SF Uplift (ULS), Punching shear and linear shear at x,ydirections according to BS8110 - 1997


Documents

HAFIZ A WAHEED PORTFOLIO 2