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PARTH SHAH
PORTFOLIO
PARTH SHAH
shahpartha1996@gmail.com |226-504-8207| www.linkedin.com/in/shahp1996
Education
BIM (Building Information Modelling) and Integrated Practice Sept 2018- May 2019
Fanshawe College, London-ON
Construction Project Management Jan 2018- Aug 2018
Fanshawe College, London-ON
Bachelor in Civil Engineering June 2013- June 2017
Gujarat Technological University, India
Academic Projects
 Residential Building-Capstone Project
 Renders and Animations
 Revit families
 Eco-Environmental Friendly Concrete
Capstone Project
Floor Plan
Section View 3D Isometric View
East Elevation North Elevation
West Elevation South Elevation
For the lightning analysis, different approaches were identified and designed to
check for the obtainable LEED points for the overall efficiency of the building.
Apart from that, the illuminance rendering to determine the source of the
artificial lightning required in the building was also carried out.
The Layout of the electrical was done using- Schneider Electrical layout and the
cable trays was preferred over the electrical conduit using the System tab to
fabricate and provide details for the overall length and connections in the
project.
Illuminance rendering
Cable Tray Layout
Plumbing
GL floor plan
First Floor Plan 3D Isometric View
Section View
Renders
Tools Used:
The image depicts the night render of the multi-storied building
conceptualized using Revit and edited using the Adobe
Photoshop for the better color correction and light vision.
The image depicts the interior night view of the house of the
lakeside view using all the basic in-built libraries from the
Lumion 9.0.2 showing the perspective view.
Revit Families
East Elevation
North Elevation
South Elevation
West Elevation
3D view of the Roof Truss
Revit Family (.rfa)
Detailed Designing of the wall
Crown Moulding
Chamfered Crown Moulding
Design view-Chamfered Crown Moulding
For the creation of the wall crown molding, the adaptive points using the .rfa families in the
wall- fixed type hosted was used to draft the molding and then the family was hosted in the
Revit family
Eco- Environmentally Friendly Concrete
Properties of Fly-ash
Concrete is widely used as construction material and is considered as very durable
material requiring little maintenance. It is the manmade composition having the major
constituent being natural aggregate, sand or fine particles and cement. However the use
of by products is an environmental friendly to meet the demands.
Objective: To Determine the use of Fly-ash, recycled aggregate and saw dust for the use in
partial replacement and develop low cost and compare the strength obtained with the
natural composition.
Fly ash also known as “Pulverized Fly ash” is the coal combustion
products composed of the fine particles obtained from the boiler
with the fine gases. Two classes of Fly ash defined by ASTM C618:
Class F and Class C having the main difference in the proportion of
calcium, silica, alumina and iron content.
ASTM: American Society of
Saw dust or wood dust is a by-product of cutting, grinding, drilling, sanding or
pulverizing wood. It is flammable and are used in artistic displays and as a
scatter in rail road. It is used to make cutler’s resin mixed with water and frozen
it forms pykrete, a slow melting much stronger form of ice.
Physical Property of Saw Dust
Chemical Property of Saw Dust
Saw Dust
Test Performed:
 Cement Field Test
 Consistency Test
 Initial and Final Setting Time
 Specific Gravity Test
 Sieve Analysis Test
 Aggregate Impact Value
 Aggregate Crushing value
 Slump Test
 Compacting Factor Test
 Compression Test
1. Grade of concrete- M20
2. Type of cement- OPC 53 Grade
3. Maximum size of aggregate- 20 mm
4. Exposure condition- moderate
5. Workability- 65 mm slump
6. Maximum water content- 0.50
7. Specific gravity of C.A- 2.6
8. Specific gravity of F.A- 2.57
9. Water absorption of C.A- 0.5%
10. Water absorption of F.A- 1.0%
11. Compacting factor/ degree of workability- 0.92
Results Obtained:
Consistency Test
Compacting Factor Test Aggregate Impact Value Sieve Analysis Test
Normal Concrete Compressive strength with fly-ash
Compressive strength with partial replacement Cost comparison with different components

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PARTH SHAH PORTFOLIO

  • 2. PARTH SHAH shahpartha1996@gmail.com |226-504-8207| www.linkedin.com/in/shahp1996 Education BIM (Building Information Modelling) and Integrated Practice Sept 2018- May 2019 Fanshawe College, London-ON Construction Project Management Jan 2018- Aug 2018 Fanshawe College, London-ON Bachelor in Civil Engineering June 2013- June 2017 Gujarat Technological University, India
  • 3. Academic Projects  Residential Building-Capstone Project  Renders and Animations  Revit families  Eco-Environmental Friendly Concrete
  • 4. Capstone Project Floor Plan Section View 3D Isometric View
  • 5. East Elevation North Elevation West Elevation South Elevation
  • 6. For the lightning analysis, different approaches were identified and designed to check for the obtainable LEED points for the overall efficiency of the building. Apart from that, the illuminance rendering to determine the source of the artificial lightning required in the building was also carried out. The Layout of the electrical was done using- Schneider Electrical layout and the cable trays was preferred over the electrical conduit using the System tab to fabricate and provide details for the overall length and connections in the project. Illuminance rendering Cable Tray Layout
  • 7. Plumbing GL floor plan First Floor Plan 3D Isometric View Section View
  • 9. The image depicts the night render of the multi-storied building conceptualized using Revit and edited using the Adobe Photoshop for the better color correction and light vision. The image depicts the interior night view of the house of the lakeside view using all the basic in-built libraries from the Lumion 9.0.2 showing the perspective view.
  • 10. Revit Families East Elevation North Elevation South Elevation West Elevation 3D view of the Roof Truss Revit Family (.rfa)
  • 11. Detailed Designing of the wall Crown Moulding Chamfered Crown Moulding Design view-Chamfered Crown Moulding For the creation of the wall crown molding, the adaptive points using the .rfa families in the wall- fixed type hosted was used to draft the molding and then the family was hosted in the Revit family
  • 12. Eco- Environmentally Friendly Concrete Properties of Fly-ash Concrete is widely used as construction material and is considered as very durable material requiring little maintenance. It is the manmade composition having the major constituent being natural aggregate, sand or fine particles and cement. However the use of by products is an environmental friendly to meet the demands. Objective: To Determine the use of Fly-ash, recycled aggregate and saw dust for the use in partial replacement and develop low cost and compare the strength obtained with the natural composition. Fly ash also known as “Pulverized Fly ash” is the coal combustion products composed of the fine particles obtained from the boiler with the fine gases. Two classes of Fly ash defined by ASTM C618: Class F and Class C having the main difference in the proportion of calcium, silica, alumina and iron content. ASTM: American Society of
  • 13. Saw dust or wood dust is a by-product of cutting, grinding, drilling, sanding or pulverizing wood. It is flammable and are used in artistic displays and as a scatter in rail road. It is used to make cutler’s resin mixed with water and frozen it forms pykrete, a slow melting much stronger form of ice. Physical Property of Saw Dust Chemical Property of Saw Dust Saw Dust
  • 14. Test Performed:  Cement Field Test  Consistency Test  Initial and Final Setting Time  Specific Gravity Test  Sieve Analysis Test  Aggregate Impact Value  Aggregate Crushing value  Slump Test  Compacting Factor Test  Compression Test 1. Grade of concrete- M20 2. Type of cement- OPC 53 Grade 3. Maximum size of aggregate- 20 mm 4. Exposure condition- moderate 5. Workability- 65 mm slump 6. Maximum water content- 0.50 7. Specific gravity of C.A- 2.6 8. Specific gravity of F.A- 2.57 9. Water absorption of C.A- 0.5% 10. Water absorption of F.A- 1.0% 11. Compacting factor/ degree of workability- 0.92 Results Obtained: Consistency Test Compacting Factor Test Aggregate Impact Value Sieve Analysis Test
  • 15. Normal Concrete Compressive strength with fly-ash Compressive strength with partial replacement Cost comparison with different components