GATE Civil Engineering (CE) 2022 Shift 1 Solved Paper

At a site, Static Cone Penetration Test was carried out. The measured point (tip) resistance q_c was 1000 kPa at a certain depth. The friction ratio (f_r) was estimated as 1 % at the same depth.
The value of sleeve (side) friction (in kPa) at that depth was _____ . (in integer)