https://www.google.co.in/amp/s/wap....he-tejas-get-foreign-help-115071401389_1.html
"furthermore, the Tejas Mark I is burdened with 300 kilos of ballast: dead weight inserted while designing the fighter to correct its centre of gravity. The ballast removed, and the Mark II could instead carry 300 more kilos of useful payload. "
If all the balancing weight needed to balance extra 300 KG weight version kavery(FOR 16 KN extra thrust )
why is there a ballast in tejas mk1?
ADA shouldn't hv put this ballast & instead distributed this 300 kg as ,"useful fuel & pay load" weight in mk1 itself.
Read Ajai shukla's word again,
"furthermore, the Tejas Mark I is burdened with 300 kilos of ballast: dead weight inserted while designing the fighter to correct its centre of gravity. "
So it's obvious when unforeseen weight increase takes place behind CG ,to rebalance CG counter ballance ballast weight needs to be introduced.
This is what structural engineer is all about.
You can't use all unforeseen weight increase productively.
This 300 kg ballast is gona be replaced by useful avionics in mk1 & extra fuselage length in mk2
,that remain there on the fighter permanently, not fuel & weapon load, that get dumped in mission.
Why??
Because to fit into RSS Fly by wire CLAWS in all FLIGHT regimes ,
this lead plate ballast needs to be placed permanently.
Now mk1A dumps the ballast for avionics(some say ASEA cooling unit)
Mk2 with other design elements.
If you put extra 300 kg weight on the tail of tejas mk1 again,
You must add more than 300 KG Ballast in front of CG again.
Cant use this 300 kg for fuel & weapon ,as this weight needs to be permanently there on the fighter.
So it now becomes 300+300= 600 KG extra weight.
To support this extra weight you need at least 100 Kg of landing gear & fuselage strengthening.
Because this 600 kg at 8G loads will impact 8x 600 KG= 4.8 TON load on the fighter.
This why I questioned your competence in structural engineering.