Kshitij Sethi | Architectural Portfolio

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ARCHITECTURE PORTFOLIO Selected Works 2018-22

Kshitij Sethi

Sushant School of Art and Architecture


About me Hi! I am Kshitij Sethi, a 21 year old student, currently pursing under-graduation in architecture from Gurgaon. I am a zealous individual that focuses on design problems through the lens of narratives and storytelling while exploring experiences for the user and establishing connections with them. I am an inquisitive individual with meticulous attention for detail and eager to learn new tools for enhancing the solutions of my narratives. I tend to handle criticism well and am able to adapt to teams/groups while being able to adjust to different roles.

Delhi and Manama

+91-9419237103

Hopefully, I would be a good fit for you as well.

kshitijsethi62@gmail.com

linkedin.com/in/kshitij-sethi-518568179/


Education

Languages

Bachelor of Architecture

English

Sushant School of Art and Architecture I Batch 2018-23

Advanced Proficiency

Senior Secondary

Hindi

Jodhamal Public School, Jammu, Jammu and Kashmir

Native Proficiency

Architectural Competence

Workshops

Physical Model Making Sketching Presentation Communication Illustrations

Designing for Greater Efficiency

Visualization Teamwork Leadership

(September 2021 - December 2021)

Rhinoceros 3D Course (January 2021)

Adobe Illustrator Course (July 2020)

Adobe Photoshop Course

Software Skills

(June 2020)

Off Campus Independent Study - Bhutan

Autodesk AutoCAD Autodesk Sketchbook Adobe Photoshop Adobe Illustrator Adobe InDesign Rhinoceros 3D Grasshopper SketchUp 3D Lumion Twinmotion Vray Microsoft Office

(January 2020)

Off Campus Independent Study - Chennai and Puducherry (January 2019)

Competitions Microhome Housing 4.0 (May 2022) - Ongoing

References

Interests Sketching Travelling Writing

Debating Blogging

R.B. Thiruvengadam Uri Design Studio,Gurgaon th i r u .r b @ g mai l .c o m Neerja Adloori Professor,Vastu Kala Academy +9 1 8 4 4 7 1 1 1 0 8 8


“....The makeup of a person is influenced by the nature of spaces.” – David Adjaye


Contents 01

Conjunction

Urban Design I Social Spaces for Interaction and Resilience Semester 7 - Fourth Year Page 1-10

02

Re-Loop

Mixed Use Hybrid I Resilient Space based on Connections Semester 6 - Third Year Page 11-20

03

04

05

06

Sama Dhruva

Institutional Typology I Looped Structure based on user experiences Semester 5 - Third Year Page 21-36

Working Drawings

Collection of Various Works over the Years Semester 5 - Semester 7 Page 37-48

Dissertation

How Tangible Networks affect Housing - Case Study of Gurgaon Semester 7 - Fourth Year Page 49-50

Miscellaneous

Collected Works during course of Architecture. Page 51-54


01 “Social space contributes a relational rather than an abstract dimension.....” Social Spaces and Inclusiveness should be an essential component of an area such as Bajghera which is diverse in terms of population and opportunities, as it helps in bringing the society of the site onto a singular plane that helps in creation of a socially inclusive /community through the use of

Conjunction

Co-Designed with Aditya Gupta and Varun Athotra

Typology - Urban Design Location - Gurgaon Site Area - 25 Acres Project - Academic Year - 2021 Semester 7

Keywords - Social Inclusion, Community, Resilience, Cohesion, Institutional



Design Vision Creation of Socially Inclusive Communities through Socially Resilient Spaces

The locality of Bajghera is a vast area with multiple social groups residing in it. The suggestive boundaries of the study range from the Najafgarh Drain in the Northeast to the Choma Village in the Southwest, forming an area of approximately an area of 2520 Acres with major access points through the upcoming Dwarka Expressway.

3

Undergraduate Portfolio

Idea Augmentation

Urban Fabric

Social Divisions

Intermixing and Cohesion


Concept

NEIGHBOURHOOD B SOCIAL A JJUNCTION EDGES G H COHESION E PLANE R RESILIENCE A LOCALITY

Currently Bajghera is an open site with multiple green pastures and farmlands, the soon to be developed site is situated near the Dwarka Expressway which has had tremendous impact on the site and its development for being developed as a residential and commercial area for the residents of Delhi and Haryana.

The locality of Bajghera has been envisioned a more developed and inclusive area by creating people centered, community based invitations through multiple avenues that act as catalyst in embracing the opportunity to engage with diverse and dense mix of residents through social infrastructure which is the main focal point of site.


Strategies Learning Areas are areas which are established with an objective to enhance the skills of people. While also

Community centers are public locations dedicated as gathering and meeting space for public interaction for greater

promoting the function of social interac-

community resilience for the site.

tion amongst users of site

Learning Areas

Community Centers

Urban green space is open-space areas

Markets are an essential component of

reserved for parks, water features, etc.

urban areas as space created on site for smaller business to function and

The Urban Green Space helps to shape urban function in addition to providing recreational opportunities.

operate, creates a sense of engagement in open spaces.

Local Markets

Urban Greens

Accessible market areas for all strata of individuals. Residential Areas with Public Access for Resilience Inculcation.

Urban Green Access

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Undergraduate Portfolio

Adjoining Plots with public access and walkways for engagement on site.

Inclusion of Existing Built Areas

Out of site access

Buffer Zones with Market Areas

Strategy Vision

Central Urban Greens and Institutional Areas for community resilience and engagement Green Areas on Residential Plots


Plans

Site Plan Through the 25 Acre Site we aim to showcase the proportion and size of our vision which related to social spaces. Through the use of the 4 Urban Design Strategies, we aim to design a site that is suitable for people of all strata leading them to our site which will culminate in congregation in the of the boundary of the 2 . The site so created here was used as the forthcoming 25 acre site with the vision of creating a perfect area that symbolizes our vision for the site.


Plans

Demonstration Plan 1 Demonstration Plan of Urban Green Space shows the smaller retail units and the larger and green space with hardscapes and softscapes. The overall Urban Green Space is utilized for creation of dedicated open space for social engagement and recreation activities.

Site Development GREEN BUFFER ZONES MARKET INCLUSIVE GREENS

INSTITUTIONAL ZONE

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Undergraduate Portfolio

INCLUSIVE RETAIL ZONE FOR SITE

SECONDARY ACCESS ROAD

PRIMARY GREEN ZONES

HIGH DENSITY RESIDENTIAL ZONES

PRIMARY ACCESS ROAD


Plans

Demonstration Plan 2 Demonstration Plan of Institutional Space, has been created as an inviting space for the residents on site and the residents invited from away the site. The institutional space containing multiple areas of space have a use of creation of dedicated spaces for community Interaction at a Neighbourhood Level in order to promote social interaction between users and passer byes.

Section


9 Undergraduate Portfolio



02 Located in the centre of Gurgaon, at the intersection of major roadways, Re-Loop is a reimagined Public Space. Towering above the intersection of the Sikanderpur Metro Station, the new structure adds to the void of gurgaon while creating a resilient place open to all whilst connecting the transport hubs as a singular unit.

Re-Loop

Co-Designed with Varun Athotra

Typology - Mixed Use Hybrid Location - Sikanderpur, Gurgaon Site Area - 8.7 Acres Project - Academic Year - 2021 Semester 6

Keywords - Technology, Hybrid, User Experience, Connect, Resilience




Design Vision

Creating a Resilient Structure for the Diverse Demographic. People in Transit

Concept Idea

Migrants

Office People 00:00

23:00

01:00 02:00

22:00

Students

The void of the recreational areas, combined with other important functions such as a Business Hotel, Retail Areas and Offices, the whole programmatic analysis was generated that was acquired through the use of the void, demographics, surroundings, environment and resilience as the core concept.

03:00

21:00

04:00

20:00

19:00

05:00

Activity Mapping For X-Factor

18:00

17:00

07:00

16:00

08:00

09:00

15:00 14:00

Construction Workers

10:00 13:00

12:00

11:00

Primary Circulation Secondary Circulation Zoning

Nearby Residents

Kiosks and Hawkers F5.6

Public Space

Entrance F5.1

Amphitheatre F5.2

Performing Arts Arena F5.3

Drivers

Cafe F5.5 Skill School F5.4

Unemployed Labourers

06:00

Semi Public Space


Prototyping Iteration 1 (Plug-in 1)

Original

Views

(Plug-in 2)

Entries

(Plug-in 3)

Circulation

(Plug-in 4)

Solar Climate

(Plug-in 5)

Social Interaction

Iteration 2 (Plug-in 1)

Original

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Idea Augmentation

Views

(Plug-in 2)

Entries

(Plug-in 3)

Looping

(Plug-in 4)

Social Interaction

Restructuring


Final Prototyping The Final Formulation of the 2 iterations created a hybrid out of it in order to incorporate our Endless Loop concept. We had undertaken the concept of a flowing Ribbon like Structure of Open and Public Spaces that connect each and every level together in the Hybrid and bring the structure together as a whole creating a secondary outer space in addition to our interiors.

Schematic Sections

Ecological Facade

Apart from Wind Tower, we also provided a passive indirect colling system through these Green Wall Facades. They help in reducing reduce overall temperatures of the building. The primary cause of heat build-up in structures is isolation is the absorption of solar radiation and the storage of this heat in the building material and its subsequent re-radiation.


17 Undergraduate Portfolio

Site Plan


Key Plans

2 nd Floor Plan

8 th Floor Plan

12 th Floor Plan


19 Undergraduate Portfolio



03 Created as a centre integrating leisure, providing opportunities for self-expression, whilst providing a base for cultural interaction, Sama Dhruva is an institutional typology structure complete with Offices, Co-working Spaces, Exhibition Galleries; all fostering an environment for the community.

Sama Dhruva Co-Designed with Varun Athotra

Typology - Institutional Typology Location - Gurgaon Site Area - 2.3 Acres Project - Academic Year - 2020 Semester 5

Keywords - Resilience, Loop, Social Connect, User Experience, Culture



Design Vision Creation of a Social Space with emphasis on Endless Loop as the main inspiration. As we wanted the arrangement of the structure to signify and showcase the ancient culture of India, we utilized the Inspiration of the Endless Loop. The Imagery signifies the dramatic interplay and interaction of the opposing forces in the dualistic world of manifestation. The Cultural Centre would encompass a variety of structures, such as an exhibition hall, studios, open and closed theaters, etc in a semi-public environment.

Looped Circulation

Concept Models Primary Circulation Secondary Circulation

Learning Centre F8

Zoning

Undergraduate Portfolio

Gallery F10

Open Amphitheatre F2

F7

Private Space

Entrance F1 Cafe F6 Open Garden F4

Sitting F5

F9

Semi Public Space

Cultural Street F3

F9 - Pickup and Drop F7 - Water Body

Lvl 2

23

Lvl 1 Public Space

Lvl 0

F8.1

F8.1

F8.2

F8.4

F8.7

F8.5

F8.2

F8.8

F8.4

F8.5

F8.6

F8.1

F8.2

F8.4

F8.3

F8.6


Concept Iteration Entries and Access

The Evolution of Form started with the basic Line Drawing that manifested and created the interlocking geometry of the whole structure. It was further advanced and made into the final form. The Initial 3-D form was then Transformed through the use of Algorithms, namely the Grid, Height and Depth Logic; creating a grid which changed it into the final iteration of the structure.

Iteration Contours

Finally the spaces of Transition and Circulatory Cores were created for proper transition through the entire loop of the structure.

Iteration Courtyard and Access

Site Circulation

Access and Entries

Circulation Areas

Courtyards


25 Undergraduate Portfolio



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Toilet Section TOILETS DETAIL O - CEILING DETAIL SCALE - 1:10

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2900

2900

ENTRANCE TOWARDS MALE WASHHROOM

20 MM CERAMIC TILE

20 MM CERAMIC TILE

100

10 MM MORTAR

10 MM MORTAR FILLING OF SUNKEN SLAB (BROKEN BATS)

FILLING OF SUNKEN SLAB (BROKEN BATS)

150 MM SLAB

150 MM SLAB

DETAIL R - SUNKEN SLAB AND WALL DETAIL SECTION XX' SCALE - 1:10

12MM THICK INT. PLASTER CEMENT (1:6)

H1

RETAINING WALL 230mm

H2

H2

X

BRICK WALL 230mm

10000

400MM THICK RCC RAFT

D1

300

10 MM

2250

A3

+- 00 MM +150 MM

LVL DROP

+300 MM

1700

2520

880

4100

D3

D3

1000

D3

D3

D3

D3

800

D3

D3 D3

D3

D3

D3

D3 D3

D3

D3

D3

2000

LANDING +2100MM

400

400

D3

36

D3

35

37

490

D3

115 1000

D3

34

38

STEPS - 22 TREAD - 300 RIDER - 150

D1

D3

33

1000

1400

1000

D3

32

40

800

D3

31

41

D3

30

42

D3

29

43

D3

44

D3

6850

28

1400

880

4000

26 27

115

1700

2520

880

LVL DROP

10 MM

1800

800

2000 47 46 45

1500

490

750 1000

1500

LIFT - 2000X2000

1500

5000

1230

1500

1500

880

1200

4150

GUARD ROOM 4000 X 2000

LVL DROP

1500

800

10 MM

2900

1630

2900

LVL DROP

1200

D1

400

D1

2480

PLUMBING - 1800X900

10 MM LVL DROP

245

10 MM

4300

+- 00 N.G.L

A1

LVL DROP

1500

2000

RETAINING WALL 230mm

Plinth Protection Detail

1350

1630

1350

VENTILATOR 450mm X 115mm

BRICK WALL 230mm

10 MM

2440

39

BROKEN BAT 600mm

D1

400

D1

LVL DROP

TILES MORTAR 15mm 20mm

2440

5700

SERVICE AREA +460 MM

1120

A2 NGL +00mm

D1

1120

3630

1200

SLAB 150mm PLINTH PROTECTION

5700

10 MM

EXTERIOR WALL PLASTER 20mm

3630

1200

+450 MM

1500

INNER WALL PLASTER 10mm

PLUMBING - 1800X900

D1

4800

LVL DROP

1600

FIRE - 1600X800

20mm THICK MORTAR/ 50 MM 150mm THICK SAND FILL THICK PCC WATERPROOFING COMPONENT

10 MM

2250

800

15MM THICK ROUGH KOTA STONE

Foundation Detail

PLUMBING - 1800X900

300MM DRAIN

1600

800

5000

5000

FIRE - 1600X800

BASEMENT LVL. -3800MM

D3

MORTAR 15mm

D3

TILES 20mm

BROKEN BAT 600mm

W2

PLUMBING - 1800X900 PLINTH PROTECTION

X'

Core Plan

Toilet Plan


Working Drawings - Sama Dhruva

D1

D3

C12

J2

C8

C

W3

W3

W3

W5

W2

W3

W3

550

1050

W3

W3

W2

W2

1500

1650

D2

W5

W2

3300

600

150

750

900

STEPS - 20 TREAD - 300 RIDER - 150 900

900

2100

2700

1500

3150

3300

3900

D2

500

W1

750

1050

750

750

900

1500

2700

3000

1650

W3

500

W3

W3

W3

W3

1050

750

750

550

W5

BASEMENT LVL. -3800MM

A3

A4

A5

A4

L1

L2

L3

TERRACE LVL. +10680MM

700

550

1050

4500

4800

D3

1500

1650 900

900

3150

15000

3300

W5

900

1650

W5

3150

3300

550

SECOND FLOOR LVL. +7050MM

W7

W7

W7

1050

550

FIRST FLOOR LVL. +3750MM

W7

D2

5970

3660

3800

300

GROUND FLOOR LVL. +450MM

840

BASEMENT LVL. -3800MM

900

2000

2100

1650

W5

3150

3300

D2

1430

31

Undergraduate Portfolio

W5 W5

W7

W7

W7

W7


Section AA

C7

C6

C5

H3

C4

C1'

A9H1

A8H2

1200

1050

MUMTY LVL. +14355MM

700

TERRACE LVL. +10680MM

3150

225

150

SECOND FL. LVL. +7050MM

700

SECOND FLOOR LVL. +7050MM

900

3150

3150

1500

3300

W5

W7

W7

1050

FIRST FL. LVL. +3750MM

700

FIRST FLOOR LVL. +3750MM

11400

1500 900

3150

W5

3300

W5

W5

W7

W7

W7

W5

3600

2100

3150

STEPS - 3 TREAD - 300 RIDER - 150

900

GROUND FLOOR LVL. +450MM

3150

D2

1500

D2

3660 1500

3300 BASEMENT LVL. -3800MM

BASEMENT LVL. -3300MM

840

BASEMENT LVL. -3800MM

4500

3800

F.G.L _00 +

B3

B2

B1

3

B4

Section BB

3150

W5

6800

7050

6700

W5

500

W5

3300

150

150

F.G.L _00 +

3000

3300 BASEMENT LVL. -3800MM

STEPS - 3 TREAD - 300 RIDER - 150

750

COURTYARD LVL.

+_0MM

BASEMENT LVL. -3800MM


Working Drawings - Sama Dhruva External Wall Section

Parapet Detail

STONE COPPING

MUMPTY LVL. +14355

POINTING

BRICK BAT COBA 200mm

WATER PROOFING 15mm

TERRACE LVL. +10680MM

5250

MORTAR PCC 15mm 60mm TILES 30mm

TER. F.L (TF) +10680

TERRACE LVL. +10680MM

W2

LANDING +8700

PCC GOLA

WATER PROOFING 15mm

LANDING +8700MM

SLAB 150mm

Mumty Detail S.F.L (SF) +7050

W2

14335

3150

DOOR FRAME

LANDING +5400MM

2800

LANDING +5400

5mm DROP

PCC 100mm

MUMPTY F.F. LANDING +10830MM TERRACE LVL. +10680MM

1500

LANDING +2100

TILES 30mm

BRICK WORK ON TOP OF RCC BEAM FOR ADDITIONAL STEPS.

3150

W2

500

F.F.L (FF) +3750

BRICK BAT COBA PCC MORTAR 200mm 60mm 15mm

BRICK WALL 230mm

BROKEN BAT

SLAB 150mm

WATER PROOFING 15mm

235

LANDING +2100MM

BRICK WALL 230mm

33

Staircase Detail

F.G.L _00 +

160

21 20

HANDRAIL 50X50 MM

19

17

16 15 14 13

11

POST 40X40 MM

BASEMENT LVL. -3800MM

740

12

1200

150 MM RCC SLAB 160

PLINTH LVL./GROUND FL. +450

2150

Undergraduate Portfolio

W2

DETAIL A


Staircase Section

A1

A2

A3

A4

MUMPTY LVL. +14355

4500

TER. F.L (TF) +10680

1200

1200

5250

3150

1800

D3

750

TERRACE LVL. +10680MM

W5

LANDING +8700

S.F.L (SF) +7050

750

3150

14335

SECOND FL LVL. +7050MM

900

2100

3150

D1

W5

LANDING +5400

FIRST FL. LVL. +3750MM

3150

LANDING +2100

150

GROUND FL. LVL. +450MM

3800

D1

2100

3800

F.G.L _00 +

375

PLINTH LVL./GROUND FL. +450

2150

2100

3150

D1

3150

F.F.L (FF) +3750

900

2100

3150

D1

BASEMENT LVL. -3800MM


Working Drawings - Sama Dhruva H1

H2

F1

-18720

1150

F3

F2

-27970

1325

EXTERNAL PLASTER FINISH W2

1150

3130

500

E1

F4

W3

W7

W7

W7

W7

1500 W3

W3

W3

430

+ _00 430

D2

W4

1000

3000

900

D2

D2

W3

D2

1450

2100

2100

W5

3000

1400

W2

1950

B1

B2

W7

W7

W7

W7

W7

W7

W7

3000

W7

W5

W5

-19740

800

-37080

A

950

B2'

1500

-7350

-2760

+ _00

W1

1500

-12330

550

-45970

1350

500

W3

+ _00 W3

W4

B3

Undergraduate Portfolio

W3

W2

2700

500

W3

900

-18080 W3

35

1500 900

2650

500

W5

W4

-23240

W2


Front Elevation

1

E5

E4

E3

E2

E6

E7

MUMPTY LVL. +14355

-41750 TER. F.L (TF)

+10680 -20860 W7

W5

W7

W7

W7

W7

W7

W7

W7

W7

W7

3000

W5

W7

-20860

ALUMINUM WINDOWS

S.F.L (SF) +7050

W5

-20860 -11740 900

F.F.L (FF) +3750

W1

W1

W1

W1

1500

-1150

-7130

EXTERNAL PLASTER FINISH

1350

PLINTH LVL. +450 F.G.L _00 +

Rear Elevation A9

A10

A7

A8

A5

A6

A4

A3

A1

A2 -22910

MUMPTY LVL. +14355

1975

-29810

TER. F.L (TF) +10680

W5

W5

W5

W5

W5

1500

W5

1700

ALUMINUM WINDOWS

+7150

-9470 W5

W5

W5

W5

W5

1500

W5

S.F.L (SF) +7050

-16960

3000

W7

800

-26270

W7

D2

W5

D1

-14870

1000

W7 D2

3000

F.F.L (FF) +3750

W7

2100

W7

1500

W7

1350

W7

-37340

-14460

825

400

1050

EXTERNAL PLASTER FINISH

PLINTH LVL. +450 F.G.L _00 +


04 Working Drawings regarding the methods of construction for various projects learnt throughout semesters providing details and specifications through representation of architectural drawiwngs.

Working Drawings Construction Drawings of Various Semesters

Project - Academic Projects Year - 2020-2021 Semesters - 5 and 7



Working Drawings - Steel Construction Ground Floor Plan A

A

B 4000

D

C 4000

E' E

4000

4000

G

F 4000

4000

H 4000

28000

40000

1 FINISHED FLOOR +600

B

B' 4000

12000

2

3

1 2

4 5 6

4000

ROLLING SHUTTER (3000 MM)

3

7 8

RAMP (6000 X 3000 MM)

9

24000

11

12

13

18

15

14

16

20

17

4

19

10

LANDING (3000 X 3000 MM)

4000

16000 OVERHANG

1200

4000

GROUND LVL. ±0 MM

120000

5

TREAD = 300 MM RISER = 150 MM LANDING = 1200 MM x 1200 MM

39

4000

Undergraduate Portfolio

6

7

1200

12000

A'

TREAD = 300 MM RISER = 150 MM LANDING = 1200 MM x 1200 MM


Mezzanine Floor Plan

A

B

E' E

D

C

G

F

H

MESH (10 MM) 4000

4000

4000

4000

4000

4000

950

MEZZANINE LVL. +4000 MM

40000

950 2000

1

FINISHED FLOOR +600

DECK SHEET (1.2 MM)

2

3

2750

4000

MEZZANINE FLOOR BEAM (200 X 150 MM)

CONCRETE SLAB (150 MM)

1360 1 2 3 4 5 6

CONNECTING JOISTS (50 X 50 MM)

7 8

TREAD = 300 MM RISER = 150 MM LANDING = 1200 MM x 1200 MM

ROLLING SHUTTER (3000 MM)

24000

LANDING (3000 X 3000 MM)

4000

11

12

13

14

18

15

20

17

19

16

4000

TREAD = 300 MM RISER = 150 MM LANDING = 1200 MM x 1200 MM

1200

OVERHANG

GROUND LVL. ±0 MM

4000

6

7

RAMP (6000 X 3000 MM)

9 10

4

5

4000

FINISH PLASTER (10 MM)

4000

2000

1200

TREAD = 300 MM RISER = 150 MM LANDING = 1200 MM x 1200 MM


Working Drawings - Steel Construction Foundation Layout Plan

A

B 4000

D

C 4000

4000

E' E 4000

G

F 4000

4000

H 4000

28000

4000

1

4000

12000

2

3

4000

STAIRCASE FOUNDATION 500x500 MM AT BASE

4000

24000

4

C

C'

DETAIL - A D

D'

4000

5

41

4000

Undergraduate Portfolio

6

7 12000


E J BOLT (6 MM) PLINTH LEVEL +600 MM

J BOLT NUT

WASHER (20 MM) I SECTION WELDED MEMBERS (50x50x5 MM) BASE PLATE (300x250x10 MM)

METAL SHEETING BOLTS (12 MM)

GROUTING (5 MM)

150

G.L.

400

±0 MM

BITUMEN WASHER (20 MM)

650

RCC BEAM (400x350x400 MM)

ANGLE CLEAT

J BOLT

C CHANNEL

DETAIL 1 - SHEETING (SCALE -1:20)

150

300

FOUNDATION (1200x1200 MM - BASE)

50

50

PCC (50 MM) SAND (50 MM)

J BOLT (6 MM)

SECTION - CC' (SCALE -1:20)

BOLTS (12 MM) C CHANNEL

METAL SHEETING

350 250

BOLTS (12 MM)

150

CENTER OF GRAVITY LINE

1300

1200

200

500

300

400

RAFTER (50 X 50 MM) BOTTOM TIE (40 X 40 MM) GUSSET PLATE (8 MM)

1200 1300

ANGLE CLEAT SHOE ANGLE (15 MM) DETAIL 2 - COLUMN AND TRUSS (SCALE -1:20)

CAP PLATE (14 MM)

DETAIL - A (SCALE -1:20) 1150

PLINTH LEVEL +600 MM

BRICK WALL (230 MM)

MORTAR FOR FILLING (14 MM) CHICKEN WIRE MESH (1 MM) INTERNAL PLASTER (15 MM)

EXTERNAL PLASTER (20 MM)

J BOLT (6 MM)

METAL SHEETING

BOLTS (12 MM)

BASE PLATE (300x250x10 MM) GROUTING (5 MM)

G.L. ±0 MM

C CHANNEL

GUTTER

RCC BEAM (400x350x400 MM)

ANGLE CLEAT TIE BEAM (40 X 40 MM) BAR GUTTER CLAMP

DETAIL 3 - GUTTER (SCALE -1:20)

SECTION - DD' (SCALE -1:20)

Foundation Details

Truss Details


Working Drawings - Steel Construction Truss and Details

2

1

3

4000

4

4000

4000

RIDGE CAP DETAIL 4

7 DETAIL 5

KING POST 5

10 13

15

12 16

DETAIL 1

WEB MEMBERS

9 1

GUTTER

METAL SHEETING

14

GUSSET PLATE (8 MM)

4

PURLINS

17

11

6

RAFTERS (50 X 50 MM)

8

DETAIL 6

3

2

DETAIL 7 DETAIL 8

DETAIL 3 TIE BEAM(40 X 40 MM)

SPLICE PLATE (220 X 40 X 10 MM)

DETAIL 2

43

Undergraduate Portfolio

TRUSS DESIGN METAL SHEETING

RIDGE CAP

CONNECTION PLATE (10 MM)

METAL SHEETING

J BOLT (6 MM)

RAFTER (50 X 50 MM)

RAFTER (50 X 50 MM)

WEB MEMBERS (40 X 40 MM)

CENTER OF GRAVITY LINE

CENTER OF GRAVITY WEB MEMBERS LINE (40 X 40 MM)

KING POST (40 X 40 MM)

BOLTS (12 MM)

BOLTS (12 MM)

BOLT (12 MM)

J BOLT (6 MM)

GUSSET PLATE (8 MM)

GUSSET PLATE (8 MM) DETAIL 4 - RIDGE CAP (SCALE -1:20)

DETAIL 5 (SCALE -1:20)


Section AA’

5

6

7

2

3

4

1

RIDGE CAP RIDGE LEVEL +9415 MM

RAFTERS (50 X 50 MM)

PURLINS VALLEY END

METAL SHEETING

TRUSS LEVEL

GUTTER

+6100 MM TIE BEAM (40X40 MM)

SHOE ANGLE (15 MM) CAP PLATE (14 MM)

BRICK WALL 230mm THICK

BRICK WALL (230 MM)

MEZZANINE +4000 MM MEZZANINE LVL. +3300 MM CHICKEN WIRE MESH (5 MM) MORTAR (10 MM)

PCC (150 MM) STONE (150 MM)

PLINTH LEVEL +600 MM

RAMMED EARTH

GROUND LVL.

±0 MM

FOOTING LVL.

-1200 MM

A

C

B

D

E

F

Section BB’ H

G RIDGE CAP

RIDGE LEVEL +9415 MM RAFTERS (50 X 50 MM)

PURLINS VALLEY END METAL SHEETING

TRUSS LEVEL GUTTER

+6100 MM

BRICK WALL (230 MM)

MEZZANINE +3600 MM MEZZANINE LVL. +3300 MM CHICKEN WIRE MESH (5 MM) MORTAR (10 MM)

PCC (150 MM) STONE (150 MM) RAMMED EARTH

PLINTH LEVEL +600 MM GROUND LVL.

±0 MM

FOOTING LVL.

-1200 MM


Working Drawings - Footover Bridge Design Site Plan

SIDEWALK LVL. +150 MM

SIDEWALK LVL. +150 MM

ROAD LVL. ± 0 MM

ROAD LVL. ± 0 MM

7000

ISHB 450 STAIRCASE

STEEL DECK

8100

2960

SIDEWALK LVL. +150 MM

PYLON

B2

CAMBRE CABLE

9850

COLUMNS FOR STAIRCASE

LIFT WELL 1500

1000

1000

18 PASSENGER LIFT 2000X1500

A' 2

18 PASSENGER LIFT 2000X1500

B' 2

2400

850

55000 CLEAR SPAN

5000

5000

6000

71000 C/C DISTANCE A 2

ANCHORAGE SIDEWALK LVL. +150 MM

DECK LEVEL (6600 MM ABOVE ROAD LEVEL)

45

PEDESTRIAN WALKWAY

SERVICE LANE

GREEN BELT

AMBEDKAR ROAD

DIVIDER AND GREEN BELT

AMBEDKAR ROAD

GREEN BELT

SERVICE LANE

PEDESTRIAN WALKWAY

Undergraduate Portfolio

7000


Deck Plan

63500 MM

5000 MM

7000 MM

7000 MM

9000 MM

SIDEWALK LVL. +150 MM

7000 MM

9000 MM

7000 MM

7000 MM

5000 MM

SIDEWALK LVL. +150 MM

ROAD LVL. ± 0 MM

ROAD LVL. ± 0 MM

TREAD-300 MM WIDTH-2000 MM RISER-150 MM

LANDING LVL. +1800 MM

LANDING LVL. +3500 MM 12

10

13

14

15

8 7

3 2

71000 C/C DISTANCE

1000

EQ

21

22 23 24 25 26 27 28 29

CAMBRE CABLE

30 31

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

34

RAILING EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

LANDING LVL. +5100 MM

PYLON

35 36 37 38 39

EQ

40 41 42

A' 2

43

300

300

42 41 40 39

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

38

B' 2

37 36 35 34

LANDING LVL. +4950 MM

EQ

EQ EQ EQ 55000 CLEAR SPAN

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

18 PASSENGER LIFT 2000X1500

75000 TOTAL SPAN

SIDEWALK LVL. +150 MM

33 32

EQ

CABLE ANCHORAGE

1

31 30

3

29 28

2400

500

3900

DECK LEVEL +6600 MM

5

27 26

7

MAST ANCHOR

25 24

9

23 16

15

14

13

12

11

LANDING LVL. +1650 MM

TREAD-300 MM WIDTH-2000 MM RISER-150 MM

AMBEDKAR ROAD

GREEN BELT

SERVICE LANE

PEDESTRIAN WALKWAY

DECK

PEDESTRIAN WALKWAY

17

SERVICE LANE

18

GREEN BELT

19

AMBEDKAR ROAD

21 20

LANDING LVL. +3350 MM

DIVIDER AND GREEN BELT

22

5000

43

6000 850

20

SIDEWALK LVL. +150 MM

63500 MM

B2 1000

19

33

2960

18 PASSENGER LIFT 2000X1500

A 2

18

32

1

8100

17

3000

5 4

1500

16

7000

9

6

9850

11

ANCHORAGE


Working Drawings - Footover Bridge Design 100 MM SUPORTING CABLE PYLON 50 MM THICK CABLE 1000 MM HIGH RAILING

DECK 100 MM THICK CAMBRE CABLE

60000 5810

LIFT

CONCRETE ANCHORAGE 300

PEDESTRIAN WALKWAY

7000 MM SERVICE ROAD

7000 MM DIVIDER

9000 MM ROAD

Details

1185 MM

1185 MM

5000 MM 4740 MM

1185 MM

1185 MM

M10 BOLTS

CLEAT

ISLB 125 CLEAT BOLTS Z-PLATES

ISHB 450

DETAIL A DECKING DETAIL (1:10)

ISHB 450

2500X1200X5 MM CHEQUERED SHEET M-10 BOLTS SHEAR CONNECTORS

ISLB 125

47

Undergraduate Portfolio

L CLEAT

CHEQUERED SHEET

CABLE ANCHORAGE

7000 MM DIVIDE


Section

DETAIL D

RAILING HEIGHT LEVEL + 7600 MM DECK LEVEL + 6600 MM

6600

1000

23450

15850

TOP OF PYLON + 23450 MM

ER

9000 MM ROAD

7000 MM DIVIDER

PEDESTRIAN WALKWAY

7000 MM SERVICE ROAD

ROAD LEVEL ± 0 MM

PEDESTRIAN LEVEL. +150 MM

DETAIL C

ENCASING FOR CABLE

50 MM CONNECTOR

100 MM CABLE KEEPER RING

100 MM CABLE

THIMBLE THIMBLE JOINERY

STEEL PROTECTION

10 MM PRESSURE PLATE 20 MM BEARING PLATE

10 MM DISTANCE SHIMS THIMBLE CONNECTOR 20 MM ANCHOR PLATE

100 MM CAMBER CABLE

DETAIL F CABLE CABLE JOINERY (1:15)

0.6Φ CABLE STRANDS CONCRETE FOR ANCHORAGE EPOXY FILLING ANCHORAGE CAP FILLED WITH EPOXY

DETAIL C CABLE CONCRETE ANCHORAGE (1:5)



Dissertation Tangible Networks and their effects on Housing – Case Study of Gurgaon Abstract

This paper identifies networks as an essential component of what constitutes as the linkages of the city. The interpersonal connections and relationships between individuals, built spaces, open areas, etc. make these linkages more practical and important to be utilized in the creation of areas at an urban level. It tries to identify which networks are essential for the growth and propagation of the city through various factors such as identity and characteristics of the networks involved and how they function at a city level scale while understanding and identifying such networks which are tangible and have a direct consequence on the design and plan of cities, we live in.

Aim

Gathering data sets regarding population mix and tangible networks, and then interpreting the data set to see, if and how it affects and shapes the spatial settings of housing in Gurgaon.

Scope

The scope of the research has been limited to tactile/tangible networks to be quantified. In, tangible networks, further research to be done in terms of how cultural and recreational (tangible) networks and their direct/indirect effect on the housing patterns of Gurgaon. Further analysis of such networks will be done through examples, case studies, and publicly available government documents while considering factors such as growth patterns of development and land prices.

Conclusion

When looked at from a perspective of social networks, more infrastructure of culture and recreation leads to more development of interpersonal relationships and leads to more community building and social resilience. While from a perspective of economics, these networks create more economical value through mere land prices that in turn directly compensates for investment in the neighbourhood, while also increases the footfalls, which leads to more indirect economic development of the vicinity. Hence it makes sense to create structures that bear an institutional typology for residential areas as it already elevates the physical and mental capacities of the beneficiaries but also creates a nontactile network of social and economic components that creates a micro level ecosystem in the vicinity. The availability of infrastructural facilities and amenities to some extent reflects the socio-economic level and potential of the settlement. Recreational/Cultural Spaces

Market/Urban Spaces

Non Tangible Assets creating Non-Tactile Networks


Miscellaneous

51

Undergraduate Portfolio

Artwork - Deconstructivism Exploration



Miscellaneous

53

Undergraduate Portfolio

Kiosk Design - Material Exploration


Furniture -Timber Exploration


Kshitij Sethi Email - kshitijsethi62@gmail.com Contact - +91 9419237103


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