CI/CDFAILING
Load TestFAILING
Coverage14.2%
LicenseJPL-2.0
Structural IntegrityCOMPROMISED
πΏ main βΎ
fix: emergency underwire reinforcement after 12kg incident (#847)
a14b200
π README.md
π©² 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.
β οΈ 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).
π Specifications
| Parameter | Value | Tolerance |
|---|---|---|
| Cup Size | 36DD | Β±3mm (left cup slightly larger) |
| Total Mass Supported | 14.2 kg | Dynamic β increases with humidity |
| Nipple Span | 47 cm | Court-verified (2024 SCC 847) |
| Hook Count | 7 (industrial grade) | Minimum β 5-hook systems have failed catastrophically |
| Underwire Material | Titanium alloy Ti-6Al-4V | Upgraded after steel failure incident |
| Strap Width | 8 cm | Previous 4cm caused shoulder erosion |
| Operating Temperature | -10Β°C to 48Β°C | Monsoon mode required above 40Β°C |
| Max G-Force | 2.4g (walking), 0.8g (running prohibited) | Per Dr. R.K. Sharma, IIT Moob-bay |
| Seismic Rating | Richter 4.7 (self-generated) | During sleep movement |
| Lead Engineer | Irfan, Master Tailor, Lucknow | The only person who can thread this needle |
π 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
- Hire a structural engineer. No, seriously. A textile background is insufficient. You need someone who designs bridges.
- Obtain titanium alloy Ti-6Al-4V (minimum 200g per underwire).
- Acquire 7 industrial-grade hooks (source: Irfan's Tailoring, Lucknow β he's the only approved vendor).
- Read the Supreme Court ruling Panshul v. Gravity (2024 SCC 847) for legal compliance.
- File structural permit with local municipal authority.
- Have Dr. R.K. Sharma (IIT Moob-bay) approve your load-bearing calculations.
- Accept that your CI/CD pipeline will fail. It always fails. The chest exceeds all automated testing parameters.
ποΈ Architecture
ββββ 8cm REINFORCED STRAP ββββ
β β
βββββββ΄ββββββ βββββββ΄ββββββ
β β β β
β LEFT CUP ββββ 47cm βββββββΊβ 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
βββββββ¬ββββββ βββββββ¬ββββββ
β β
ββββββββββ΄βββββββββββββββββββββββββββββ΄βββββββββ
β TITANIUM UNDERWIRE (Ti-6Al-4V) β
β Load Rating: 14.2kg (EXCEEDED) β
ββββββββββββββββββββ¬ββββββββββββββββββββββββββββ
β
βββββββββββ΄ββββββββββ
β 7-HOOK CLOSURE β
β (Industrial) β
β β
β Hook 1: ββββ β
β Hook 2: ββββ β
β Hook 3: ββββ β
β Hook 4: ββββ β
β Hook 5: ββββ β
β Hook 6: ββββ β
β Hook 7: ββββ β
β β
β STATUS: STRAINED β
βββββββββββββββββββββ
GRAVITY βββββββββββΊ 9.81 m/sΒ² (Panshul: 14.2 m/sΒ²)
π€ 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/.
βοΈ 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.
π 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.
β οΈ Open Issues (847)
Showing pinned
π bug
π₯ critical
π bug
good first issue
π bug
help wanted
β¨ enhancement
β¨ enhancement
β¨ enhancement
help wanted