Hafiz A Waheed Portfolio

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• BEng Civil Engineering; 2 years and 6 months work experience.• Specialized in RC frame structure design. • Structural analysis with software (SAFE, ETABS, PROKON & AUTODESK

ROBOT) - 2D & 3D drawing with AutoCAD & REVIT.• Good knowledge of QUICKBOOK, MS OFFICE & MS PROJECT.• Able to design base isolated structures.• Designed 36 projects included commercial, residential & private villas.• Following some examples highlighted the projects.

HAFIZ ABDUL WAHEED STRUCTUR ENGINEER

PORTFOLIO

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HAFIZ A WAHEED STRUCTURAL ENGINEER PORTFOLIO

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: 1

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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: 2

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: 3

COST – Dh 1.55 million (AED)PROJECT:PROTOSED 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: 4

COST – Dh 1.86 million (AED)PROJECT:PROTOSED 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: 5

COST – Dh 1.38 million (AED)PROJECT:PROTOSED 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: 6

COST – Dh 14.85 million (AED)PROJECT:PROTOSED 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
