A
SWATHI P ANGADI KLE TECHNOLOGICAL UNIVERSITY, SOA HUBBALI . SELECTED WORK 2018-2021
RCHITECTURE PORTFOLIO
SWATHI P ANGADI
Date of birth: 8 may 2001
Gender : female
Age: 20
Nationality: Indian
CONTACT DEATILS
Mr nagar cross near Hebbali agasi dharwad 580001
9148921376
swathiangadi0@gmail.com
HELLO,
LANGUAGES
ENGLISH
HINDI
KANNADA
SKILLS
GOOD COMMUNICATOR
ENTHUSIASTIC LEARNER
MODEL MAKING
TEAM WORK
DRAFTING
I SWATHI P ANGADI, COMPLETED MY B.ARCH ,AT KLE TECHNOLOGICAL UNIVERSITY, HUBLI.
WOULD LIKE TO PRESENT MY UNDERSTANDING AND INVOLEMENT IN ARCHITECTURE AS A BEGINNER.
I DEFINE MYSELF AS A DETERMINED HARD WORKING EASY GOING AND WELL SCHEDULDED PERSON. GETTING OUT OF MY COMFORT ZONE, MEETING NEW PEOPLE HAVING NEW EXPERINCE WHICH WOULD DRIVE ME TO CHALLENGE MYSELF.
I WOULD LIKE TO FASTER MY PROFESSIONAL GROWTH AND PERSONALITY AND ENHANCE MY ABILITIES WITH YOUR FIRM WHICH WOULD HELP ME EVOLVE TO BE BETTER IN EVERY WAY
EDUCATION BACKGROUND
...THANK YOU FOR YOUR KIND PERSUAL
SCHOOLING
KENDRIYA VIDYALAYA (2006-2016) DHARWAD
PRE-UNIVERSITY (2016-2018) UNDER GRADUATION (2018-2023)
KLE TECHNOLOGICAL UNIVERSITY,
SKILLS
AUTOCAD · SKETCHUP · REVIT · MICROSOFT POWERPOINT · ADOBE PHOTOSHOP · ADOBE ILLUSTRATOR · ADOBE INDESIGN · ENSCAPE · LUMION · AFTER EFFECTS · MODEL MAKING.
EVENTS AND TOURS-
ANAAGATA TALK SERIES-NASA REVA UNIVERSITY 2019 SKETCHING TOUR TO HERITAGE AND MUSEUMS OF HAMPI VISITED THE EMINENT LOCATIONS AND CITIES OF RAJASTHAN EXPLORED THE CITY OF AHMEDABAD
COMPETITIONS
ANDC 2019-TOP 24 (VILLAGE POCKET DESIGN) ANDC 2020-TOP 24 (BUS TERMINAL DESIGN)
“THE PLACE BETWEEN COMFORTZONE AND YOUR DREAM IS WHERE LIFE TAKES PLACE” HELLEN KELLER
SMT. VIDYA P HANCHINMANI PRE-UNIVERSITY ,DHARWAD
HUBLI
1 HOUSING 2 YOUTH CENTRE 4 INTERIOR DESIGN
3 WORKING DRAWING 5 COMPETATIONS
GEODESIC DOME
6 B.C.M
2V DOME 3V DOME 4V DOME
CONTENT
CONCEPT: SPHERE TRUNCATED OR PARTIAL ARE SELF SUPPORTING STRUCTURE DUE TO THEIR SHAPE /FORM BEING PART OF ARCH FAMILY AND IF THESE ARE PROVIDED WITH THIN TRIANGULAR LATTICE FOLLOWING THE GEOMETRY OF POLYHEDRON THEN ALL THE FEATURES OF STRUCTURE ARE GENERATED AND A GEO-DESIC DOME IS FORMED WHICH IS RIGID ,BALANCED AND STRESSES ARE WELL ABSORBED APPLICATIONS GREEN HOUSE RESIDENTIAL WAREHOUSE ENTERTAINMENT SPORTS Materials used in construction There are options when building the geodesic dome, you can choose cover the triangular panels with either plastic, wood, drywall or plastic, you get decide the material according the different categories of geodesic domes. But the most common material used build geodesic dome steel as they connect the network of the beams/struts together. Planning the construction: Designing the dome the first step start with. The size and amount of triangles and their calculations to form the dome needed. For example, the basic dome has equilateral 20 triangle, which then further divided into smaller triangles to form the sphere. More triangles results bigger and more complex domes. Struts: these are the framework for the dome which are made up of rods. Normal geodesic domes have same length of struts where as complex ones have struts different sizes. Material selection should be made as different materials create different kinds of dome. Finalizing the structure: several things should be kept in mind while putting all the pieces together, such as, the struts an their dimensions, their edges flattened so that they fall on the same plane when attached, and to make sure the flattened edges bend slightly (found by calculation). The calculation differs by class the dome, like 2V, 3V, 4V, etc. Geodesic dames are steel dome structures having mernhers that follow three principal sets great circles intersecting 60'. subdividing the dome surface into seris of equilateral spherical triangles MEMBERS THAT FOLLOW THE LINES OF LATITUDE AND LONGITUDE AND THIRD SET OF DIAGONALS COMPLETING THE TRIANGULATION. LATTICE DOMES ARE STEEL DOME STRUCTURES HAVING MEMBERS THAT FOLLOW THE CIRCLE OF LATITUDE AND TWO SETS OF DIAGONALS FORMING SERIES OF ISOSCELES TRIANGLES. ADVANTAGES Geodesic dome stable and easy construction which very strong. they are ideal for almost any type of spaces The even distribution of weight throughout the structure makes stable during earthquakes and similar hazards Geodesic domes have an aerodynamic shape which protects them against strong wind or storms. Domes being spherical has less surface area per unit internal volume, reducing the interior temperature and heat gain and enables uniform air flow. This type domes can be very large size with less surface area, meaning lesrior temperature and heat gain and enables uniform air flow. This type domes can be very large size with less surface ares materials are required, hence lowering costs. Very quick and easy assembly, making them less labor intensive This type of domes are famous for their vast usage sustainable projects, because the materials required are all environment friendly and the structure itself very safe and creates healthy interior. DISADVANTAGES The unusable space inside geodesic dome. Windows and doors: using normal door in geodesic sphere can problem, you'd have to custom make all doors and windows needed. The building's permit can also be problem as drainage and fire escapes can be an issue and they need to meet code requirements. The financing and rescale Building geodesic dome needs very skilled labors. Strong wind will cause separation between the materials between the nozzle and the point of deposit. geodesic knowledge greatly required for such building. Joinery Details and Bold Timber Flat plate SIDE ELEVATION TOP VIEW KEY PLAN ISOMETRIC VIEW SCALE 1:500 KLE TECHNOLOGICAL UNIVERSITY NAME: SWATHI ANGADI USN: 01FA18BAT069 SEM: VII SHEET NO. :01 REMARKS: DATE:
Smart city hubli-dharwad proposes to build affordable housing forrehabilitation of hosur slum at kusugal road, hubli fo nearly about 200 families along wirh other amenities.
The proposed scheme can consist of three types of housing unitsranging from 30-75 sqm catering 800 members of community. location
kusugal road,hubli
Total area
8792.0sqm
Approcah
By 9m wide road along the north and south
Topography
Has gradual slope of 4.5 m from lowest point in north to highest point towards the south.
1
AT KUSGAL,HUBLI 1 1.ENTER 2.SERVICE ROAD 3.STILT PARKING ENTERY 4.ELECTRICAL SUBSTATION 5.PEDSTRIAN PATHWAY 6.LIG BLOCK 7.MIG BLOCK 8.HIG BLOCK 9.SHOPS 10.COMMUNITY SPACE 11.ANGANWADI 12.GARDEN 13.EXIT 13 12 9 8 7 2 3 4 3 6 6 5 10 8 11
PROPOSED HOUSING
LIG (1 BHK) APARTMENT BLOCK
HIG (3BHK) APARTMENT BLOCK
MIG (2BHK) APARTMENT BLOCK
MASTER PLAN
VIEWS
PROPOSED YOUTH CENTRE - JAIPUR
LOCATION: JAIPUR,RAJASTHAN.
CLIMATE: HOT AND DRY
AREA : 2180.2 SQM
APPROACH: BY 19 M WIDE ROAD ALONG WEST AND NORTH
SITE PLAN
ENTERY EXIT PARKING 19 M ROAD UP CLOAK ROOM AND RECORD ROOM 4*4.5 WORKSHOP 9*6M MANAGERS OFFICE 4*4.2 OFFICE AREA 5*5.4 TOILETS RECEPTION YOGA ROOM 5.6*6M WORKSHOP 9*6M RESTAURANT LADIES TOILET GENTS TOILET KITCHEN 5*4 COLD AND DRY STORAGE LIFT 1.5 1.6 M ENTRANCE UP CLOAK ROOM AND RECORD ROOM 4*4.5 WORKSHOP 9*6M MANAGERS OFFICE 4*4.2 OFFICE AREA 5*5.4 TOILETS RECEPTION YOGA ROOM 5.6*6M WORKSHOP 9*6M RESTAURANT LADIES TOILET GENTS TOILET KITCHEN 5*4 COLD AND DRY STORAGE LIFT 1.5 1.6 M ENTRANCE CLOAK ROOM AND RECORD ROOM 4*4.5 WORKSHOP 9*6M MANAGERS OFFICE 4*4.2 OFFICE AREA 5*5.4 TOILETS RECEPTION
2
GROUND FLOOR PLAN FIRST FLOOR PLAN SECOND FLOOR
INTERIOR VIEWS
UP YOGA ROOM 5.6*6M WORKSHOP 9*6M RESTAURANT LADIES TOILET GENTS TOILET KITCHEN 5*4 COLD AND DRY STORAGE LIFT 1.5 1.6 M ENTRANCE UP CLOAK ROOM AND RECORD ROOM 4*4.5 WORKSHOP 9*6M MANAGERS OFFICE 4*4.2 OFFICE AREA 5*5.4 TOILETS RECEPTION YOGA ROOM 5.6*6M WORKSHOP 9*6M RESTAURANT LADIES TOILET GENTS TOILET KITCHEN 5*4 COLD AND DRY STORAGE LIFT 1.5 1.6 M ENTRANCE Level 1 0 Level 2 3000 Level 3 6000 Level 4 9000 Level 1 0 Level 2 3000 Level 3 6000 Level 4 9000 Level 5 12000 FLOOR PLAN THIRD FLOOR PLAN SECTION@AA’
SECTION @BB’ SECTION@CC VIEWS
CAFE
4 CAPACITY ROOM
SITE : DHARWAD
TYPE : RESIDENCE
5TH SEMESTER
3
GROUND FLOOR PLAN FIRST FLOOR PLAN
WORKIGNG DRAWING
CENTRE LINE AND FOOTING LAYOUT
PLINTH BEAM LAYOUT
COLUMN LAYOUT
PLAN ON 23RD FLOOR PLAN OF 24TH FLOOR 4 INTERIOR DESIGN
VIEWS
5 COMPETATION
SPACE FRAME
INTRODUCTION A SPACE FRAME IS A TRUSS LIKE, LIGHTWEIGHT RIGID STRUCTURE CONSTRUCTED FIRM INNTERLOCKING STRUTS, IN A GEOMETRIC PATTERN. SPACE FRAME CAN BE USED TO SPAN LARGE AREAS WITH FEW INTERIOR SUPPORTS. ANY 3-D ASSEMBLY HAVING HEIGHT TO LEAST LATERAL DIMENSION RATIO OF MORE THAN IS A SPACE FRAME. CONCEPT: ADOPT LINEAR ELEMENT IN 3D TRIANGULAR CONFIGURATION TO GENERATE A FRAME IN A FRAME IN WHICH ELEMENT ARE RELATIVELY FREE FROM BENDING MOMENT AND SHEAR FORCE BUT CARRY AXIAL FORCES. DESIGN METHODS MEMBERS ARE FIXED USING CONNECTORS DIFFERENT TYPES OF CONNECTORS ARE NODES CONNECTORS TRIODE TIC CONNECTORS TUBAL NODE CONNECTOR HEMISPHERICAL DOME CONNECTOR COMPONENTS TIE STRUT JOINTS HALLOW SECTIONS SQUARE SECTION RECTANGULAR SECTION TUBULAR SECTION APPLICATION · SPORTS ARENAS · EXHIBITION PAVILION · ASSEMBLY HALL · TRANSPORTATION FACILITIES · AIR PLAN HANGERS · WORKSPACE AND WAREHOUSES · LIGHT TOWER · PETROL PUMPS · CANOPIES · SKY LIGHTS · AUDITORIUMS · COMMERCIAL AND INDUSTRIAL BUILDINGS ADVANTAGES ENORMOUS SPANNING CAPACITY LIGHT WEIGHT HIGH AESTHETICS HIGH RESALE VALUE EXTENSION WITH ADDITIONAL UNITS HIGH SAFETY FACTOR STIFFNESS AND VERSATILITY DISADVANTAGES CAN BE DIFFICULT TO ENGINEER • ITS NOT STRAIGHT FORWARD TO DETERMINE HOW FORCES WILL DISTRIBUTE THROUGH A STRUCTURE ŸŸÌFŸÌ™ MATERIALS BAMBOOO TIMBER ALLUMINIUM STEEL :HOLLOW TUBULAR SECTIONS RECTANGULAR HOLLOW SECTION TUBING CHANNELS STEEL PIPES TEES W-SHAPED SECTION TURBUNAL MODE CONNECTOR HEXAGONAL MODE CONNECTOR TRIPODAL MODE CONNECTOR MODULAR MODE CONNECTOR WELDED MODE CONNECTOR KLE TECHNOLOGICAL UNIVERSITY NAME: SWATHI P ANGADI USN: 01FA18BAT069 SEM: VII SHEET NO. :01 REMARKS: DATE: • • north light prismatic v-type trough type end diaphgram LENGTH PLATES EDGES EDGE BEAM • • • 60000 20000 20000 20000 60000 20000 PLAN 20000 20000 SIDE ELEVATION 90° 90° 300 100 MM (STD) MAIN REINFORCEMENT Ø8 @ 100MM C/C Ø6 @ CORNER B/W 20000 20000 20000 SECTION @ AA' KLE TECHNOLOGICAL UNIVERSITY NAME: SWATH ANGADI USN: 01FA18BAT069 SEM: VII SHEET NO. :01 REMARKS: DATE: FOLDED PLATE STRCUCTURE 2V DOME 3V DOME 4V DOME GEODESIC DOME CONCEPT: SPHERE TRUNCATED OR PARTIAL ARE SELF SUPPORTING STRUCTURE DUE TO THEIR SHAPE /FORM BEING PART OF ARCH FAMILY AND IF THESE ARE PROVIDED WITH THIN TRIANGULAR LATTICE FOLLOWING THE GEOMETRY OF POLYHEDRON THEN ALL THE FEATURES OF A STRUCTURE ARE GENERATED AND A GEO-DESIC DOME IS FORMED WHICH IS RIGID ,BALANCED AND STRESSES ARE WELL ABSORBED APPLICATIONS GREEN HOUSE RESIDENTIAL WAREHOUSE ENTERTAINMENT SPORTS Materials used in construction • There are options when building the geodesic dome, you can choose to cover the triangular panels with either plastic, wood, drywall or plastic, you get to decide the material according to the different categories of geodesic domes. But the most common material used to build geodesic dome is steel as they connect the network of the beams/struts together. Planning the construction: Designing the dome is the first step to start with. The size and amount of triangles and their calculations to form the dome is needed. For example, the basic dome has equilateral 20 triangle, which then further divided into smaller triangles to form the sphere. More triangles results in bigger and more complex domes. Struts: these are the framework for the dome which are made up of rods. Normal geodesic domes have same length of struts wher as complex ones have struts of different sizes. Material selection should be made as different materials create different kinds of dome. Finalizing the structure: several things should be kept in mind while putting all the pieces together, such as, the struts and their dimensions, their edges flattened so that they fall on the same plane when attached, and to make sure the flattened edges bend slightly (found by calculation). The calculation differs by class of the dome, like 2V, 3V, 4V, etc. Geodesic dames are steel dome structures having mernhers that follow three principal sets of great circles intersecting at 60'. subdividing the dome surface into seris of equilateral spherical triangles SCHWEDLER DOMES ARE STEEL DOME STRUCTURES HAVING MEMBERS THAT FOLLOW THE LINES OF LATITUDE AND LONGITUDE AND A THIRD SET OF DIAGONALS COMPLETING THE TRIANGULATION. LATTICE DOMES ARE STEEL DOME STRUCTURES HAVING MEMBERS THAT FOLLOW THE CIRCLE OF LATITUDE AND TWO SETS OF DIAGONALS FORMING A SERIES OF ISOSCELES TRIANGLES. ADVANTAGES Geodesic dome is a stable and easy construction which is very strong. they are ideal for almost any type of spaces The even distribution of weight throughout the structure makes it stable during earthquakes and similar hazards Geodesic domes have an aerodynamic shape which protects them against strong wind or storms. Domes being spherical has less surface area per unit of internal volume, reducing the interior temperature and heat gain and enables uniform air flow. This type of domes can be very large in size with less surface area, meaning lesrior temperature and heat gain and enables uniform air flow. This type of domes can be very large in size with less surface ares materials are required, hence lowering costs. Very quick and easy assembly, making them less labor intensive This type of domes are famous for their vast usage in sustainable projects, because the materials required are all environment friendly and the structure itself is very safe and creates healthy interior. DISADVANTAGES The unusable space inside of geodesic dome. Windows and doors: using a normal door in geodesic sphere can cause problem, you'd have to custom make all doors and windows needed. The building's permit can also be a problem as drainage and fire escapes can be an issue and they need to meet code requirements. The financing and rescale Building a geodesic dome needs very skilled labors. Strong wind will cause separation between the materials between the nozzle and the point of deposit. geodesic knowledge is greatly required for such building. 36 30 Joinery Details Nut and Bold Timber Flat plate Welding Steel /Flat plate Nut and Bolt for Hollow Members Nut and Bolt Timber Planks Flat Plate Bolt and Socket Joint Timber SIDE ELEVATION SIDE VIEW TOP VIEW KEY PLAN ISOMETRIC VIEW SCALE 1:500 KLE TECHNOLOGICAL UNIVERSITY NAME: SWATHI P ANGADI USN: 01FA18BAT069 SEM: VII SHEET NO. :01 REMARKS: DATE: 14 ALL DIMENSIONS IN M 30 36 18 3 6 B.C.M
HAND RENDERD SHEETS BCM MEASURE DRAWING HISTORY OF ARCHITECTURE
