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Kamal M.

@kamaljgm95

verified-v2.svg
4.9
13

3.7

3.7

82%

Arch./Struct'l/Civil/ BOQ / 3d Render/ Landscape

$15 USD / Hour

・

Flag of

India (11:53 AM)

・

Joined on May 6, 2021

$15 USD / Hour

・

I am finishing my B-Tech in Civil engineering field & Diploma in Auto Cad & Interior Design. Area of Experiences: (19 years over all experience out of 16 years in govt. sector Theoretical & Filed Experience) 1. Structural analysis and design of any structure using Tekla structural designer and Revit Structure. 2. Bill of Quantities and Cost estimation for Structural using Blue beam , Esta Software & MS office. 3. Expert in land survey work & calculation of area volume of earth work. 4. Structural drawing of Residential & commercial Building using Revit Structure, Auto Cad 5. Architectural and MEP Designs and provide drawings using CAD and Revit. 6. 2D and 3D Products Designs needed for 3D Printing and manufacturing CAD and Revit & 3ds Max 7. 2D and 3D Architectural designs Using Auto-CAD, 3ds Max, Revit Architectural 8. Pavement design using IITpave software 9. Writing scientific reports and articles. 10. Preparing tender documents 11. Preparing SOP of water treatment plant and sewage treatment plan. 12. Preparing SOP of housekeeping, pest control, fungicide others work Also Expert in: 1. National Building code. 2. CPWD works Manuals 3. General Conditions of Contract (GCC) 4. Plinth Area Rates 5. Analysis of Rates 6. Schedules of Rates (Civil) 7. Specifications (Civil) 8. Horticulture & Landscaping- Rates & Specification 9. Soil Mechanics and design of different foundations types. 10. Material Engineering. 11. Public Health Engineering 12. Concrete Technology.

Verifications

On time

100%

On budget

100%

Accept rate

100%

Repeat hire rate

5%

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Portfolio

Portfolio

13538660
I prepared the architectural design, drawings, and 3D visualization for a proposed 7-bedroom duplex residential building. The scope of work included: Ground Floor Plan: Layout showing entrance porch, lobby, living/dining, kitchen, store, bedrooms with attached W.C/bath, and staircase. First Floor Plan: Layout showing master bedroom, additional bedrooms, balcony, study, dining, kitchen, and circulation spaces. 3D Exterior View: Realistic rendering of the building façade, boundary wall, entrance, balcony projections, and roof design to visualize the final look. Drawing Presentation: Dimensioned floor plans, notes, and title block with project information.

Duplex Residential Building

I prepared the architectural design, drawings, and 3D visualization for a proposed 7-bedroom duplex residential building. The scope of work included: Ground Floor Plan: Layout showing entrance porch, lobby, living/dining, kitchen, store, bedrooms with attached W.C/bath, and staircase. First Floor Plan: Layout showing master bedroom, additional bedrooms, balcony, study, dining, kitchen, and circulation spaces. 3D Exterior View: Realistic rendering of the building façade, boundary wall, entrance, balcony projections, and roof design to visualize the final look. Drawing Presentation: Dimensioned floor plans, notes, and title block with project information.

Duplex Residential Building

I prepared the architectural design, drawings, and 3D visualization for a proposed 7-bedroom duplex residential building. The scope of work included: Ground Floor Plan: Layout showing entrance porch, lobby, living/dining, kitchen, store, bedrooms with attached W.C/bath, and staircase. First Floor Plan: Layout showing master bedroom, additional bedrooms, balcony, study, dining, kitchen, and circulation spaces. 3D Exterior View: Realistic rendering of the building façade, boundary wall, entrance, balcony projections, and roof design to visualize the final look. Drawing Presentation: Dimensioned floor plans, notes, and title block with project information.

Duplex Residential Building

13536671
1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

10518895
Interior Design of cubicles in washing area & Lift Facia using AutoCAD, Revit Architecture, 3ds max and Encape with vray render of views along with Photoshop editing.

Interior Design of cubicles in washing area & Lift Facia

Interior Design of cubicles in washing area & Lift Facia using AutoCAD, Revit Architecture, 3ds max and Encape with vray render of views along with Photoshop editing.

Interior Design of cubicles in washing area & Lift Facia

Interior Design of cubicles in washing area & Lift Facia using AutoCAD, Revit Architecture, 3ds max and Encape with vray render of views along with Photoshop editing.

Interior Design of cubicles in washing area & Lift Facia

Interior Design of cubicles in washing area & Lift Facia using AutoCAD, Revit Architecture, 3ds max and Encape with vray render of views along with Photoshop editing.

Interior Design of cubicles in washing area & Lift Facia

Interior Design of cubicles in washing area & Lift Facia using AutoCAD, Revit Architecture, 3ds max and Encape with vray render of views along with Photoshop editing.

Interior Design of cubicles in washing area & Lift Facia

Interior Design of cubicles in washing area & Lift Facia using AutoCAD, Revit Architecture, 3ds max and Encape with vray render of views along with Photoshop editing.

Interior Design of cubicles in washing area & Lift Facia

Interior Design of cubicles in washing area & Lift Facia using AutoCAD, Revit Architecture, 3ds max and Encape with vray render of views along with Photoshop editing.

Interior Design of cubicles in washing area & Lift Facia

10498928
500 capacity auditorium including the following service I have provide. 1. Structural designing and detailing. 2. Bill of quantity. 3.3d rendering view . 4.Detail architectural drawing.

Detailing design of 500 seat capacity auditorium

10449666
Construction of CRF building plan & Elevation G+10

Construction of CRF building plan & Elevation

Construction of CRF building plan & Elevation G+10

Construction of CRF building plan & Elevation

Construction of CRF building plan & Elevation G+10

Construction of CRF building plan & Elevation

Construction of CRF building plan & Elevation G+10

Construction of CRF building plan & Elevation

Construction of CRF building plan & Elevation G+10

Construction of CRF building plan & Elevation

10341936
Construction of New office building using double wall system to control room temperature 10 degree less than out side temperature

Exterior Design of Office Building

13538660
I prepared the architectural design, drawings, and 3D visualization for a proposed 7-bedroom duplex residential building. The scope of work included: Ground Floor Plan: Layout showing entrance porch, lobby, living/dining, kitchen, store, bedrooms with attached W.C/bath, and staircase. First Floor Plan: Layout showing master bedroom, additional bedrooms, balcony, study, dining, kitchen, and circulation spaces. 3D Exterior View: Realistic rendering of the building façade, boundary wall, entrance, balcony projections, and roof design to visualize the final look. Drawing Presentation: Dimensioned floor plans, notes, and title block with project information.

Duplex Residential Building

I prepared the architectural design, drawings, and 3D visualization for a proposed 7-bedroom duplex residential building. The scope of work included: Ground Floor Plan: Layout showing entrance porch, lobby, living/dining, kitchen, store, bedrooms with attached W.C/bath, and staircase. First Floor Plan: Layout showing master bedroom, additional bedrooms, balcony, study, dining, kitchen, and circulation spaces. 3D Exterior View: Realistic rendering of the building façade, boundary wall, entrance, balcony projections, and roof design to visualize the final look. Drawing Presentation: Dimensioned floor plans, notes, and title block with project information.

Duplex Residential Building

I prepared the architectural design, drawings, and 3D visualization for a proposed 7-bedroom duplex residential building. The scope of work included: Ground Floor Plan: Layout showing entrance porch, lobby, living/dining, kitchen, store, bedrooms with attached W.C/bath, and staircase. First Floor Plan: Layout showing master bedroom, additional bedrooms, balcony, study, dining, kitchen, and circulation spaces. 3D Exterior View: Realistic rendering of the building façade, boundary wall, entrance, balcony projections, and roof design to visualize the final look. Drawing Presentation: Dimensioned floor plans, notes, and title block with project information.

Duplex Residential Building

13536671
1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

1. Structural Model Development • A steel space-frame/truss model of the hall was created with proper geometry and dimensions (70’ × 60’). • Support conditions were defined; including pinned and fixed supports, as shown in the Joint Status model. 2. Loading Considerations • Dead loads, wind loads (Wind 270°, Cpi 0.2), and other environmental loads were applied. • Load combinations and directions were analyzed. • Foundation loads and base reactions were extracted (shown in Model with Foundation). 3. Analysis of Structural Response • Deflection Check: Maximum member deflection found was 61 mm, within the structure. • Axial Forces: Member axial forces ranged from -402.38 kN (compression) to +366.75 kN (tension). • Shear Forces: Member shear values ranged from -15.25 kN to +15.25 kN. • Moments: Major moments ranged from -9.40 kNm to +2.59 kNm. • Torsion: Very small torsion values (±0.06 kNm) were observed, showing torsional stability. • Wind load analysis was performed, with reaction and m

Structural Design and detailing

10518895
Interior Design of cubicles in washing area & Lift Facia using AutoCAD, Revit Architecture, 3ds max and Encape with vray render of views along with Photoshop editing.

Interior Design of cubicles in washing area & Lift Facia

Interior Design of cubicles in washing area & Lift Facia using AutoCAD, Revit Architecture, 3ds max and Encape with vray render of views along with Photoshop editing.

Interior Design of cubicles in washing area & Lift Facia

Interior Design of cubicles in washing area & Lift Facia using AutoCAD, Revit Architecture, 3ds max and Encape with vray render of views along with Photoshop editing.

Interior Design of cubicles in washing area & Lift Facia

Interior Design of cubicles in washing area & Lift Facia using AutoCAD, Revit Architecture, 3ds max and Encape with vray render of views along with Photoshop editing.

Interior Design of cubicles in washing area & Lift Facia

Interior Design of cubicles in washing area & Lift Facia using AutoCAD, Revit Architecture, 3ds max and Encape with vray render of views along with Photoshop editing.

Interior Design of cubicles in washing area & Lift Facia

Interior Design of cubicles in washing area & Lift Facia using AutoCAD, Revit Architecture, 3ds max and Encape with vray render of views along with Photoshop editing.

Interior Design of cubicles in washing area & Lift Facia

Interior Design of cubicles in washing area & Lift Facia using AutoCAD, Revit Architecture, 3ds max and Encape with vray render of views along with Photoshop editing.

Interior Design of cubicles in washing area & Lift Facia

10498928
500 capacity auditorium including the following service I have provide. 1. Structural designing and detailing. 2. Bill of quantity. 3.3d rendering view . 4.Detail architectural drawing.

Detailing design of 500 seat capacity auditorium

10449666
Construction of CRF building plan & Elevation G+10

Construction of CRF building plan & Elevation

Construction of CRF building plan & Elevation G+10

Construction of CRF building plan & Elevation

Construction of CRF building plan & Elevation G+10

Construction of CRF building plan & Elevation

Construction of CRF building plan & Elevation G+10

Construction of CRF building plan & Elevation

Construction of CRF building plan & Elevation G+10

Construction of CRF building plan & Elevation

10341936
Construction of New office building using double wall system to control room temperature 10 degree less than out side temperature

Exterior Design of Office Building

4.9 · 13 Reviews
Reviews
User Avatar

1BD1BA Framing Design • $

Thanks my mate, I will give you projects again

Efanntyo -.

@efanntyo

•

Flag of

Tangerang, Indonesia

•

4 months ago

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User Avatar

Floor plan for 30x30 sq ft house • ₹2,000 INR

Mr. Kamal delivered a brilliant and space-efficient plan for my 30x30 sq ft plot. His design was both practical and uniquely tailored to my needs. Truly a top-class civil engineer — highly recommended!

Kirubakaran P.

@Amazingfacts1

•

Flag of

Bangalore, India

•

4 months ago

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I

Glass Canopy Plan and Elevation. • ₹7,000 INR

The project is not completed according to the dispute

Iqbal C.

@iqbalc10

•

Flag of

Pune, India

•

6 months ago

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E

Layout revision and structural design drawings • ₹10,600 INR

Kamal delivered excellent structural drawings, made all necessary revisions promptly, and completed the work on time and within budget. He was also highly professional throughout the project.

Eshan H.

@ehiriyur

•

Flag of

Collegeville, United States

•

8 months ago

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H

Layout design • ₹1,000 INR

very good and clean work done to my satisfaction

Former Client (inactive)

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Experience

Sr.Engineer (Drawing , Design & Billing )

Jul, 2007 - Present

•

18 years, 4 months

P & RD (Govt. of WB)

Jul, 2007 - Present

•

18 years, 4 months

1.works related to project work G+10 & G+3 Hostel building Drawing , Estimation & Billing 2.Maintenance of Building , water supply, Sanitation & Plumbing 3. Prepared analysis of rate of different civil engineering material 4. Planing of Residential building complex.

Jul, 2007 - Present

•

18 years, 4 months

Working as Site In-charge

Dec, 2005 - Feb, 2007

•

1 year, 2 months

KIDCO LTD

Dec, 2005 - Feb, 2007

•

1 year, 2 months

Work scope 1. Prepared Drawing & Estimate of vented causeway & cross Drainage Work . 2. Prepared Drawing & Estimate of WBM,BM,SDBC, Road 3. Prepared Bill of Quantity 4.Checking of sub contractor bill

Dec, 2005 - Feb, 2007

•

1 year, 2 months

Working as a Estimator & Draughtsman

Sep, 2004 - Dec, 2005

•

1 year, 3 months

Parnika Commercial & Estate (P) LTD

Sep, 2004 - Dec, 2005

•

1 year, 3 months

Work Scope 1. Prepaid Drawing & Estimation of Earthen Reservoir 2. Calculate volume of earth work by taking Levels with the help of Auto level machine 3. Prepared Layout Building & Sewer Line 4. Prepared BBS & BOQ of Civil Work

Sep, 2004 - Dec, 2005

•

1 year, 3 months

Education

Karnataka State Open University

2011 - 2014

•

3 years

B-Tech in civil Engineering

Flag of

India

2011 - 2014

•

3 years

West Bengal State Council of Technical & Vocational Education and Skill Development

2001 - 2004

•

3 years

Diploma in civil Engineering (Govt. Engineering collage)

Flag of

India

2001 - 2004

•

3 years

Qualifications

Professional Diploma in Interior Architecture Design

2022

CADCENTER IEE (P),PALAKKAD

3DS Max,Adobe Photoshop,AutoCAD( 2D & 3D),Revit Architecture,VRAY in 3DS Max

2022

Diploma in Computer Application

2014

National Youth Computer (Organised by:-Govt.of WB Act-XXVI 1961& Ministry of Home Affairs, GOI)

Prepared Estimate & BBS ,BOQ of civil work with the help of Ms office

2014

Diploma in Auto Cad

2010

Jawaharlal Neheru National Youty Center (Recognised by Govt. of India)

Prepared Drawing of plan ,Section , Elevation 3D Elevation of Different Civil Engineering work

2010

Certifications

P

Preferred Freelancer Program SLA

Basic Numeracy - Level 1

Basic Numeracy

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