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panshul-jindal / open-source-bra Public
πŸ‘οΈ Watch 847
⭐ Star 14,200
🍴 Fork 847
πŸ“„ Code
πŸ”€ Pull requests 36
⚠️ Issues 847
πŸ’¬ Discussions
▢️ Actions
πŸ“Š Projects
πŸ”’ Security
CI/CDFAILING
Load TestFAILING
Coverage14.2%
LicenseJPL-2.0
Structural IntegrityCOMPROMISED
🌿 main β–Ύ
fix: emergency underwire reinforcement after 12kg incident (#847)
a14b200
πŸ“ .github/workflows ci: add load-bearing stress tests (still failing) 3 days ago
πŸ“ src/cups feat: asymmetric cup support (left 3mm larger) 1 week ago
πŸ“ src/hooks refactor: migrate from 5-hook to 7-hook system 2 weeks ago
πŸ“ src/underwire fix: titanium alloy upgrade after catastrophic failure 5 days ago
πŸ“ src/straps chore: increase strap width from 4cm to 8cm 1 month ago
πŸ“ docs docs: add Supreme Court ruling as reference 2 months ago
πŸ“ tests/load-bearing test: all tests failing above 10kg threshold 3 days ago
πŸ“„ .gitignore chore: ignore sweat residue data files 3 months ago
πŸ“„ Dockerfile fix: container too small, increase chest volume 1 week ago
πŸ“„ LICENSE license: Jindal Public License v2.0 6 months ago
πŸ“„ README.md docs: update specifications after latest weigh-in yesterday
πŸ“– README.md

🩲 open-source-bra

Industrial-Grade Mammary Support System

An open-source solution to the world's most pressing structural engineering challenge: supporting Panshul Jindal's 36DD, 14.2 kg chest across a 47cm nipple span.

⚠️ WARNING: This project is NOT for recreational bra-making. This is industrial-grade mammary engineering. If you're looking for regular lingerie, please visit Victoria's Secret (though their engineering team has publicly admitted defeat β€” see #142).

πŸ“‹ Specifications

ParameterValueTolerance
Cup Size36DDΒ±3mm (left cup slightly larger)
Total Mass Supported14.2 kgDynamic β€” increases with humidity
Nipple Span47 cmCourt-verified (2024 SCC 847)
Hook Count7 (industrial grade)Minimum β€” 5-hook systems have failed catastrophically
Underwire MaterialTitanium alloy Ti-6Al-4VUpgraded after steel failure incident
Strap Width8 cmPrevious 4cm caused shoulder erosion
Operating Temperature-10Β°C to 48Β°CMonsoon mode required above 40Β°C
Max G-Force2.4g (walking), 0.8g (running prohibited)Per Dr. R.K. Sharma, IIT Moob-bay
Seismic RatingRichter 4.7 (self-generated)During sleep movement
Lead EngineerIrfan, Master Tailor, LucknowThe only person who can thread this needle

πŸš€ Installation

$ git clone https://github.com/panshul-jindal/open-source-bra.git
$ cd open-source-bra
$ npm install  # Installs 847 dependencies (mostly physics engines)

Prerequisites

  1. Hire a structural engineer. No, seriously. A textile background is insufficient. You need someone who designs bridges.
  2. Obtain titanium alloy Ti-6Al-4V (minimum 200g per underwire).
  3. Acquire 7 industrial-grade hooks (source: Irfan's Tailoring, Lucknow β€” he's the only approved vendor).
  4. Read the Supreme Court ruling Panshul v. Gravity (2024 SCC 847) for legal compliance.
  5. File structural permit with local municipal authority.
  6. Have Dr. R.K. Sharma (IIT Moob-bay) approve your load-bearing calculations.
  7. Accept that your CI/CD pipeline will fail. It always fails. The chest exceeds all automated testing parameters.

πŸ—οΈ Architecture

                    β”Œβ”€β”€β”€ 8cm REINFORCED STRAP ───┐
                    β”‚                             β”‚
              β”Œβ”€β”€β”€β”€β”€β”΄β”€β”€β”€β”€β”€β”                 β”Œβ”€β”€β”€β”€β”€β”΄β”€β”€β”€β”€β”€β”
              β”‚           β”‚                 β”‚           β”‚
              β”‚  LEFT CUP │◄── 47cm ──────►│ RIGHT CUP β”‚
              β”‚  (7.3 kg) β”‚    NIPPLE SPAN  β”‚  (6.9 kg) β”‚
              β”‚           β”‚                 β”‚           β”‚
              β”‚   +3mm    β”‚                 β”‚  NOMINAL  β”‚
              β”‚  OVERSIZE  β”‚                 β”‚           β”‚
              β””β”€β”€β”€β”€β”€β”¬β”€β”€β”€β”€β”€β”˜                 β””β”€β”€β”€β”€β”€β”¬β”€β”€β”€β”€β”€β”˜
                    β”‚                             β”‚
          β”Œβ”€β”€β”€β”€β”€β”€β”€β”€β”΄β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”΄β”€β”€β”€β”€β”€β”€β”€β”€β”
          β”‚          TITANIUM UNDERWIRE (Ti-6Al-4V)       β”‚
          β”‚          Load Rating: 14.2kg (EXCEEDED)       β”‚
          β””β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”¬β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”˜
                             β”‚
                   β”Œβ”€β”€β”€β”€β”€β”€β”€β”€β”€β”΄β”€β”€β”€β”€β”€β”€β”€β”€β”€β”
                   β”‚  7-HOOK CLOSURE   β”‚
                   β”‚  (Industrial)     β”‚
                   β”‚                   β”‚
                   β”‚  Hook 1: β–ˆβ–ˆβ–ˆβ–ˆ     β”‚
                   β”‚  Hook 2: β–ˆβ–ˆβ–ˆβ–ˆ     β”‚
                   β”‚  Hook 3: β–ˆβ–ˆβ–ˆβ–ˆ     β”‚
                   β”‚  Hook 4: β–ˆβ–ˆβ–ˆβ–ˆ     β”‚
                   β”‚  Hook 5: β–ˆβ–ˆβ–ˆβ–ˆ     β”‚
                   β”‚  Hook 6: β–ˆβ–ˆβ–ˆβ–ˆ     β”‚
                   β”‚  Hook 7: β–ˆβ–ˆβ–ˆβ–ˆ     β”‚
                   β”‚                   β”‚
                   β”‚  STATUS: STRAINED β”‚
                   β””β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”€β”˜

          GRAVITY ──────────► 9.81 m/sΒ² (Panshul: 14.2 m/sΒ²)

🀝 Contributing

We welcome contributions from structural engineers, aerospace professionals, and people who have stared into the abyss of 14.2 kg and survived.

  • All PRs must include load-bearing test results. No exceptions. We learned this the hard way (see The Incident of March 2024).
  • Code must pass the Irfan Reviewβ„’ β€” our lead maintainer physically inspects all stitching changes.
  • Please include your structural engineering certification number in your PR description.
  • Victoria's Secret employees are welcome but must sign an NDA.
  • Do NOT submit "just use two regular bras" as a solution. It has been tried. It does not work. There is a graveyard of failed dual-bra attempts in /docs/failures/.

βš–οΈ License

Jindal Public License v2.0 (JPL-2.0)

Permission is hereby granted, free of charge, to any person obtaining a copy of this mammary support system, to deal in the System without restriction, including without limitation the rights to use, copy, modify, merge, publish, distribute, sublicense, and/or sell copies of the System, subject to the following conditions:

1. The above copyright notice and this permission notice shall be included in all copies.
2. Use at your own structural risk.
3. The author (Panshul Jindal) is not liable for any gravitational anomalies, underwire failures, seismic events, or airport bans resulting from use of this System.
4. Any disputes shall be adjudicated under the precedent of Panshul v. Gravity (2024 SCC 847).
5. Irfan gets credit. Always.

πŸ™ Acknowledgments

  • Irfan β€” Master Tailor, Lucknow. The only human who can thread this needle.
  • Dr. R.K. Sharma β€” IIT Moob-bay. For proving that 14.2 kg is not "within normal parameters."
  • The Supreme Court of India β€” For taking Panshul v. Gravity seriously.
  • Mother Dairy β€” For the sponsorship and for not making the joke.
  • Victoria's Secret β€” For trying. Sincerely. The tears were valid.
  • Narita Airport Security β€” For the learning experience.
⚠️ Open Issues (847) Showing pinned
πŸ”΄
πŸ› bug πŸ”₯ critical
opened 6 months ago by irfan-lucknow Β· 142 comments Β· Last updated: 2 hours ago
πŸ”΄
πŸ› bug good first issue
opened 5 months ago by dr-sharma-iitm Β· 47 comments
🟒
πŸ› bug help wanted
opened 4 months ago by panshul-jindal Β· 89 comments
🟒
✨ enhancement
opened 3 months ago by vs-engineering-team Β· 201 comments Β· "We surrender"
🟒
✨ enhancement
opened 2 months ago by mother-dairy-pr Β· 36 comments
🟒
✨ enhancement help wanted
opened 1 month ago by seismology-dept-lucknow Β· 14 comments Β· "Our instruments can't tell the difference"