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SSC JE CBT 2 paper 1-Target mean strength of m20 2-Prestress concrete me grade 3-Depth increase by 10% then effect on moment 4-strength of first class brick-10 5- min strength of brick-3. 5 6- stretcher bond used in- half brick wall 7-cracking happens in high strength beam- fine agg c3s 8-duty numerical delta and discharge given 9-steel box bubble and steel ball 10-micro irrigation - surface irrigation 11- drip irrigation used in- 12-double lacing numerical 13-14- d and tw given 15-cement content-300kg/m³ 16- water cement ratio- 0.38 19-pcc me cement content moderate k liye 20- reciprocal levelling eliminate 21- modular rati of m30 without creep-7. 3 22-23- max shear stress of rectangle 24- opc 43 ki 7 day strength 25-finest particle 26- turbulent flow me friction factor depend krta h 27- length and gyration given formula 28- vaccum pressure calculation 29-additive constant of analytic lens 30-plinth estimation is- approximate estimation 31- supplimentary estimation 32- manhole spacing 33- sag correction 34- disribution factor pr effect if I is doubled 35- n span n+1 support then ds- (n-1) 36- pcu of autorikshaw 37- highest friction -D dia pipe 38- discharge compare-16 39-  hydrograph duration double 40- light weight concrete density 41- slag in super sulphated cement 42- upto 4.5m span slab removal-7 day 43- turbidity rod 44- one dimension valve- foot valve 45- fat lime grade -C 46- lime stabilizer effect 47- no earth work req- utility wall, wall, foyer wall, stairs 48- quantity noted in- measurement book/ bill of quantities 49- permeability with increase in temp 50- lsm load factor for servicibility 51- total station distance numerical -9.5 52- sum of standard deviation 53- trapozoidal radius-y/2 54- hydraulic jump- energy dissipator 55- max specific speed- propellor 56- stop sigh- octagonal 57- division island use- avoid head on collision 58- cyclopean three point method- force method 59- guide bank used for- 60- discharge of tube well Water demand for population less than 20000 61- in mono symmetry I beam reason for compression flange havier to reduce lateral torsional buckling 62- avg rainfall 63- time of concentration 64- earthquake load- 1.2(dl+ll+el) 65- density of mild steel 66- baklenmn beam method for pavement 67- consistancy index numerical 68- water content greater than ll then- always greater than 1 69- if head loss is 1/4 then efficiency -75% 70- pheonic compound in drinking water 71- nax floride content 72- severity index 73- 3∆/l in structure is due to - 74- plastering in both walls area 75 - hauling capacity rly 76 - negative cant reason rly 77- direct shear test limitation 78 - mohar method shear strength depend on

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