PORTFOLIO
UDDANT PATEL
EDUCATION CONTACT LANGUAGES Ahmedabad International School, Ahmedabad (IB), (GSEB) Technology Student CEPT UNIVERSITY UDDANT PATEL +91 8141137977 English Hindi Gujarati School of Building Structures and Technology , CEPT University, Ahmedabad ( 2019 - Present) patel.udu@gmail.com uddant.ug191429@cept.ac.in
SKILLS
ACHIVEMENTS
VISHLESHANA
WINNER
EXPLORATION IN WOOD ( ONGOING SEMESTER
FORM AND STRUCTURE - STEEL
TECHNICAL PARAMETERS
VERSATILITY OF CONCRETE
HANDS-ON WORK
PERSONAL VENTURE - PRINTS
HUE
HOBBIES
INDEX
OTHERS Musical Instruments (Octapad), Tennis, Football Adobe Photoshop
) Designing a Walkway by Wood Kerfing GEO
AWARD 2021
( MONSOON 2021 ) - SOIL MECHANICS
Spaceframe Design and Resolution of Structure GEO
Soil Mechanics and Foundation Design
Material Science and Special Concrete
1:1 Steel Spaceframe Module and Concrete Shelf Casting
BY
Designing, Manufacturing and Business Management 1 2 3 4 5 6 Adobe Illustrator Rhinoceros 3D Grasshopper Staad Pro Adobe Indesign Sketchup Pro Audodesk AutoCad Keyshot Personal Venture - Prints by Hue
TRIANGLE JENGA
EXPLORATION IN WOOD
Wood Kerfing as an technique is used as an alternative to steam bending. Here, Modules are designed with the help of this technique to further be translated into a form of a walkway placed at the site of the campus.
15 300 600 20 20 45 Kerf Piece 6 Elevation Kerf C/C distance - 7mm Kerf Depth - 12mm Kerf Piece 6 Plan 150150 10 20 300 80 140 80 10 45 50 200 200 100 50 600 60° 170 590 Kerf Piece 1 Elevation Kerf C/C distance - 12mm Kerf Depth - 6 mm Kerf Piece 1 Plan 20 75 150 75 300 10 5 25 5 5 50 10 60 175 60 300 10 5 25 5 5 50 10 60 175 60 300 Kerf Piece 2 Elevation Kerf C/C distance - 12mm Kerf Depth - 5 mm Kerf Piece 2 Plan Kerf Piece 3 Elevation Kerf C/C distance - 7mm Kerf Depth - 5 mm Kerf Piece 3 Plan Full Cut Depth - 10 mm Kerf Piece 3 Elevation Kerf C/C distance - 7mm Kerf Depth - 7 mm Kerf Piece 4 Plan Full Cut Depth - 10 mm Kerf Piece 5 Elevation Kerf C/C distance - 7mm Kerf Depth - 7 mm Kerf Piece 5 Plan
Stabilization of Modules
Self-weight and Point-load
Max. deflection - 0.746 mm
Max. compression - 0.015 N/mm2
Max. tension - 0.013 N/ mm2
Max. My - 0.075 N/mm2 Max. Mz - 0.507 N/mm2
Deflection CheckPermissible Limit for deflection is 3.9 mm which is calculated in accordance IS883 (2016) Page 21.
0.746 < 3.9 Hence, Safe
Stress CheckPermissible Limit for stresses are obtained from IS883 (2016) Page 17. Compression, tension, and bending are within the limit.
Combined Stress CheckRatio of tension and bending is 0.0839 < 1 Ratio of compression and bending is 0.0857 < 1
stresses
Module
Load 1 X Y Z Load 1 X Y Z Load 1 X Y Z Beam StressLoad 1 : X Y Z Bending ZLoad 1 : X Y Z DisplacementLoad 1 :
Modeling of the Module Deformation in Module Assigning Reduction factor Module behaviour of Moment in Z Axis
Axial
taken by
UNO, DOS, TRES FORM AND STRUCTURE-STEEL
The site South canteen on CEPT campus is densely packed during the lunch hour with scorching heat, so the structure was designed to cover the hot wind and light by restricting the south- west direction.My intent was to create multiple Roofs and overlay them, this way i restricted south- west and allowed north light. It is also designed to make south canteen accessible from all sides. The design evolved with structural response and workability in mind.
SAFE OR UNSAFE?
GEOTECHNICAL PARAMETERS
The project began with an alloted site , on which soil investigation was done to better understand the soil properties. after analysis of data several iterations were designed for foundation according to the intensity of load on the given structure. alongside this experminent on soil improvement with the use of saw dust was also done on black cotton soil.
PATHWAY TO DYSCRETE
VERSATILITY OF CONCRETE
Concrete is the material used the most in the field of construction. Alongside being most consumed it is also the most harmful material. So different methods of using concrete are being explored. In the early explorations of Dyscrete, the concrete is observed to emulate a dye-sensitized solar cells. After several trials, you will be able to see the results that conclude that any surface of concrete can provide better alternative than conventional solar panels.
HANDS - ON WORK
One of the modular spaceframe designed by a student was taken as a project to be fully built in actual scale by all 12 students from the studio. This task was completed within 11 days with rigoreous hardwork.
A logo for studio was proposed and executed by the students, which included the making of formwork, working on mix design, casting, and demoulding the Logo with Lightweight Concrete.
Models & Joinery
Scan for the construction Process
PRINTS BY HUE
AND
PRODUCT DESIGNING
MANAGEMENT My freind and I are the founders of HUE - featuring Quirky designs printed on Merchandise. R & D of Products and financial mangement is done by me. Magazines from the Past (Totes) Windows with Animals (Totes) Animal (Pouches) Taste 1930 Pink Splash Forbes 1953
CONTACT UDDANT PATEL +91 8141137977 Construction Technology CEPT UNIVERSITY patel.udu@gmail.com uddant.ug191429@cept.ac.in