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528(5), , December 2018, DESIGN OF RCC STRUCTURE, Full Marks: 70, , Time Alowed: 3 Hours, , Answer to Question No.1 is compulsory and to be answered iirst., , This answer is to be made in, for the purpost, loose script(s), provided, Maximum time allowed is 45 minutes,separate, after which the, loose answer, seripts will, be co cted, d and, fresh answer scripts for answering the remaining part of the question will be provide, , On early submission of answer scripts of Question No.1,, a student will get the remaining script earlier., , Answer any five questions from the rest., , Answer the, , 20x1, , following questions (any twenty):, , Fill in the blanks:, i), ii), iv), v), vi), vii), , viil), , Extra length required for crank bar for one bend of bend angle 45 is, area, reinforcement shall not exceed, For bars in compression, the value of bond stress for bars in tension shall be increased by, , Maximum, , ofcompression, , Hook allowancesfor 90°bend shall be taken as, , for k value of 6., , When actual neutral axis coincides with the balanced neutral axis, the scction 1s, , Modular ratio for M30 grade concrete is taken as, The design flexural strength ofconcrete shall be taken as, Deflection in one-way slab occurs along the, , Write True or Falsefor the following staternent:, ix), x), xi), xii), xii), xiv), xv), xvi), , xvii), , Critical shear stress depends upon the grade of the concretc. T, Stirrups are provided to resist shrinkage stress., Ductility of beam can be increased by decreasing compression reinforcement. T, Bent bars are used to resist negative B.M induced at support., For short column, l/ i, < 40(where l,gis cffective length in respect to major axis and i, is the radius, of gyration in respect to major axis., TMT bars increase ductility & weld ability of the bars., The maximum compression strain in concrete in axial compression is taken as 0.002. 7, of steel reinforcement depends upon grade of steel., , Percentage, Nominal reinforcement in footing is 0.15% ofgross- sectional area for HYSD reinforcement., , Choose thecorrect answer:, , xyin), xiK), , Wind Loads, , are, , taken from, , -, , (a) IS:875-1987(PART-1), (6) IS:875-1987(PART-II), () IS:875-, , 1987(PART-II), (d) IS:1893-2002., , Limit State of Serviceability takes into account for (a) deflection, (b) torsion, (c) fire protection,, (d) all of these., , Xx), , xxi), xxii), , Development Length for grade of steel Fe415 and M20 grade concrete is -, , (c) 370, (d) None of these. (Where, , (a)470, (b) 460,, , is dia of HYSD reinforcement), , Span/effective depth ratio for a continuous supported slab is -(a) 7. (b) 20, (¢) 26, ()30., The cross-sectional area of longitudinal reinforcement in column is not more than - (a) 8%,, , (b) 6%, (c)4%, (d) None ofthese.

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XX), , Bent up bars arc provided in one-way slab at a, , from the face of the, , xxiv), XXV), , distance, , of, , (d), 0.15L, (c) 0.3L,, (a) 0.1L, (b), , support., be less than (a) 200mm,, , of the lap should, length, abar, (c) t30 times, the diameter of bar, (d) both (a) & (5)., not, , olumn, , shall be, , designed, , for minimum eccentricity of-, , (b) 15, , times the, , (a) span/500 plus depth, , 0.5L, , diamcter or, , / S0, (0), , >pau, , 50, , plus breadth /30, (d) 20 mm, (d) all of the above., , A*, , a), , b, 3., , a), , n case, , of isolated, , footing,, , -, , Ooting. (b) half the effective, , Write down the, , (a), , of, way shear is checked at a distancc, None, depth of the footing, (c) 300 mm,, , one, , effective depth, , of the, , (d), , uic, , ol, , above., , assumptions of Limit State of Collapse., , Describe briefly with neat sketch -(i) Balanced Section, (i) Under-reinforced Section, (11) over, 5+5, reinforced Section., A Singly reinforced rectangular beam of width 230X500 mm eff. Depth is reinforced with 4 nos or, 20 mm, bars. Find out the, of resistance of the section. The materials, , factored moment, diameter, are M20 grade concrete and HYSD reinforcement of Fe 415. (Solve in Working Stress Method), , b), , A rectangular beam of size 230X500 mm effective depth is subjected to.a factored moment o, 200KNm. Find out the reinforcement for flexure. The materials are M20 grade concrete ana, , HYSD reinforcement, , A., , 5+5, , of Fe415., , Design a simply supported rectangular beam of size 230X600 mm overall depth for a super imposed load, of 46 KN/m. Span of the beam is 5m. The materials are M25 grade conerete and Fe500 reinforcement., , 10, , A drawing room of a residential building measures 4.3X6.55 m. It is supported on 350 mm thick walls on, , 5., , all four sides. The slab is simply supported at edges with no provision to resist torsion at corners. Design, 10, the slab using M20 grade concrete and HYSD yeinforcement of Fe415., , 6., , An R.C.C column of size 350X350 mm reinforced with 8 nos of 16 mm diameter bars carries a, characteristics load of 800 KN, The allowable bearing pressure on soil is 200KN/mm*. Design an isolated, square footing. The materials are M20 grade concrete and HYSD reinforcement of grade Fe415, both for, column and footing., 10, A simply supported one -way slab of clear span 3.0 m is supported on masonry walls of thickness 350, , 7., , mm. The slab is used for residential building. Design the slab. The materials are M20 grade concrete and, , HYSD reinforcement of Fe415 .Live Load is taken as 2 KN/mmt., , 10, , Design a lintel to support 200 mm thick brick masonry wall over 2.5 m wide opening. Assume perfect arch, action. Assume that no sun shed projection will be made for this lintel. The materials are M20 grade, , ., , concrete and HYSD reinforcement of Fe415., , 9., , 10, , a, , A tee beam of effective flange width 1200mm, thickness of slab 100 mm, width of rib 300mm and, effective depth of 500 mm is reinforeed with 4 nos of 25 mm diameter bars. Calculate the factored, , b), , A beam of flange width 1650mm, thickness ofslab 100mm, effective depth 500mm and width of, , moment of resistance. The materials are M20 grade concrete and HYSD reinforcement of Fe415., , rib 250mm is subjected to a factored moment of 400 KNm . Design the steel reinforcement for, flexure. The materials are M20 grade concrete and HYSD reinforcemer, , 10., , of Fe415., , 5+5, , Assuming M20 grade concrete & Fe 415 grade reinforcement design a square isolated flat footing for a, , column of size 350 mm* carying a concentrated load of 800 KN including self-weight. The net selfbearing capacity of soil is 150 KN/m., 10, 11., , a), , b, , Write down some advantages and disadvantages of pre-stressed concrete., Differentiate between pre-tensioning & post- tensioning system., , 2, , 7+3

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526(S), , December 2018, , CONTRACT& AccoUNTS, , Full Marks: 35, , Time Alowed: 2 Hours, first., , be answered, Question No.1 is compulsory and to, for the purpost, loose script(s) provided, his answer is to be made in separate, answer scripts will be collected, ume allowed is 30 minutes, after which the loose, be provided, m, of the question will, r e s h answer scripts for answering the remaining part, No.l,, submission of answer scripts of Question, On, , An, , to, , early, a, , student will, Answer, , and, , earlier., get the remaining script, , any five questions from, , the rest., , 2x5, Answer the following questions (any five):, , 1., , i), 1), , iii), iv, , vi), vi), , The muster roll should be made in duplicate. (True/False), The market value and book value of a property, , are, , the, , same., , (True/False), , The cost is not the value. (True/False), is known as, Loss in the value of property due to use, life, wear & tear, For NIT stands for, market value. (True/False), The distress value ofa property is higher than its fair, , Define arbitration? State the, , 2., , of the estimated value., , The amount of earnest money is about, , 2-, , qualities of an arbitrator., , What is an unbalanced tender? Explain the situations when the lowest tender is rejected., , 3., , 2+3, , Draft a tender notice for a school building costing 25 lakhs covering all important points., , Mention the any five purposes of writing specifications., , 6, 7., , Define, , depreciation., , State the various methods of calculating it., , Explain any one., , 1+2-2, , Rs.6000/-. The outgoings including sinking fund are up to 25% of, A property fetches a monthly rent of, 5, of interest is 12% p.a., calculate, years purchase and capitalized value., gross income. If the rate, , 8., , Give meaning of 'BOT.' State the objects of BOT., , 9., , Enlist the different aceount forms used in P.w.D., , 10., , building was constructed at Rs. 4 lakhs. The salvage value is 10% of cost, building is 75 years. Calculate sinking fund instalment if rate of interest is 3%., A, , Explain any one., , 3+2, 2%+2%, of construction. The life of, 5

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December 2018, , GEOTECHNICAL ENGINEERING-I, , Full Marks: 35, , Time Allowed: 2 Hours, answered irst., and to be, to Question No.1 is compulsory, for the purpost, loose script(s) provided, be collected, answer is to be made in separate, scripts will, his, loose, the, which, after, allowed, is, 30, minutes,, will be provided., V13ximum time, remaining part of the question, Answer, , ad, , ans wer, , r e s h answer, , scripts for answering the, of Question No.l,, On early submission of answer scripts, earlier., a student will get the remaining script, rest., Answer any five questions from the, , 10x1, Choose the correct answer from the given alternatives (any ten), , 1., , i), , With, , the increase of width, , of strip footing,, , the ultimate, , of cohesive soil, , bearing capacity, , 3ncreases b) decreases c) remains constant d) changes invariably., called when soil, , i), , bearing capacity is, Net, c) cracking d) compression., , ii), , Factor, , iv), , A foundation is considered as shallow if its depth is, to or less than its width d) greater than 1 m., , ultimate, , can, , is, support before failing, , of Safety is usually taken as -a) 2 -3 K 2.5 -3 c), -, , 1.5 -2, , a), , -, , shear, , b), , tension, , d) 2 4 ., , Less than 1, , m, , b) greater, , than its width, , equal, v), , Foundation system must satisty the following criteria - a) Location and depth criteria 5) bearing, , capacity criteria c), , vi), , vii), , d) all of these., , For plate load test the width of the test pit should be at least - a) 2 times the width of plate b) 4, , times the width of plate c) 5 times the width of plate d) 10 times the width of plate., Due to negative skin friction the load carrying capacity of the pile -, , c), vil), , settlement, , remains unaffected, , d), , none, , a) Increases b) decreases, , of these., , Negative skin friction occurs when an upward drag exists in the pile b) the surrounding soil settles, , more than the pileý the pile passes continuously through a firm soil d) The driving operation, , begins., , ix), , Mechanical stabilisation of weaker soils may be obtained by - a) compaction b) proper grading, and mixing with suitable outside soils ), , x), , both a and b d) none of these., , The minimum depth of soil exploration below a footing shall be at least - a) thrice the width of, footing b) twice the width of footing o) four times the width of footing d) equal to the width of, , footing., xi), , Undisturbed soil, , samples, , are, , c) direct excavatíon d) augers., , 3, , collected by, , -, , a) thin walled samplers b) thick walled samplers, , Write down the various classification of Foundation with, proper sketches., , 5, , Define Ultimate bearing capacity, Net ultimate, bearing capacity., Write down the Terzaghi's, assumptions for bearing capacity., , 2+3, , a), , b)

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4., , 20, , KN/m, , Suare, footing 2.5m by 2.5 is built in homogeneous bed of sand of unit below, naving an angle of shearing resistance of 36°. The depth of base of footing, m, , a, , and, , ground, , the, , 5, , Surtace. Calculate the safe load that can be carried by.a footing with a factor A, Complete shcarfailure. Use Terzaghi's analysis. (for (p=36°Nc= 65.4, Nq= 49.4, NY*, , sand. T h e s a t u r a t e d, , 5, , A Strip footing 2 m wide carrics a load intensity of 400 KN/m* at a depth of l, , T h e shear strength, , unit weight of sand is 19.5 KN/m and unit weight above water table is 16.8 KN/m. 1 n, ., 1aiur, to shear, respect, with, safetv, of, factor, r s are c 0 and p 35°. Determine the, cases, table., following, of location of water, (for p=35", Nq=41.4, Ny= 42.4), s, , br, , the, , =, , a) Water table is 2.5 m below GL, b) Water table is 0.5 m below GL., , 6., , column at a aepin o, shear failure., 8 KN/mZ, P, , load of, AKectangular footing has a size of 1.8 mx 3 m has to transmit the, of safety of 3 against, aLlate the safe load which the footing can carry at a factor 2.67, w =15 %c, ode method. The soil has the following propertiesn= 40 %.G, a, , =, , =, , =, , Nc-38.13,, , 1., , TO, 4., , 5, , Nq= 25.85, Ny=35.21., , dngular, , tooting 2m, , C- Soil strata6 m, , x, , 3, , m, , thick, having, , rests, m. The footing, on:, carries a column load of 600 KN at a depth of 1, 20000 KIN/M., as, of, elasticity, Poisson's ratio of 0.25 and Young's modulus, 5, , Calculate the immediate elastic settlement of the footing, , Kepresentative samples of a layer of silty clay, 5m thick, were tested in a consolidometer and tne result, , were obtained as follows:, void ratio = 0.90, Pre-consolidation stress, , 0.03, Compression, 120 KN/m, Recompression Index, Initial, Index = 0.27, Estimate the consolidation settlement if the present average overburden stress in the layer 1s, =, , 70 KIN/mt and the increase in average stress in the layer is 80 KN/m*., , 9., , =, , 5, , A reinforced concrete pile of 30 KN load (inclusive of helmet and dolly) is given by a drop hammer, , weighing 40 KN and having an effective fall of 0.8 m. The average set per blow is 1.4 cm. The total, temporary elastic compression is 1.8 cm. Assuming the coefficient of restitution as 0.25 and a factor of, , safety 2, determine the ultimate bearing capacity and the allowable load for the pile., , 10, , 5, , What do you mean by "Ground Improvement Technique'? Write down the various methods to increase the, strength and stability of both for cohesive and non-cohesive in-situ soils., 2+3

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December 2018, , TRANSPORTAtION ENGINEERING, , II, , Full Marks: 70, Time Alowed: 3 Hours, irst., , be answered, compulsory and to, Answer to Question No.1 is, for the purpost, and, and, seript(s) provided, is to be made in separate loose, will be collecteu, scripts, answer, nis answer, the loose, time allowed is 45 minutes, after which, will be proY, axmum, of the question, part, remaining, the, for, r e s h answer scripts, answering, of Question No.l,, , early submission of answer scripts, earlier., a student will get the remaining seript, as, &, B, C, directed., Answer questions from Group-A,, , On, , 1x20, Answer the following questions (any twenty):, , 1., , Choose the correct answerfrom theziven alternatives:, i), , will be, regions of scanty rainfalls the camber provided, the, one of the above., For WBM roads the minimum value, , of camber provided, , is, , flatter, , a), , -, , In, , a), , -, , ), , 1 in 40, , steeper, , b), , zero, , 1 in 30, , a) any, , in 33, , I, , d) None of these., , iil), , iv), , The camber best, , c) barrel camber ', , for Indian road is, None of these., , suited, , The minimum width of shoulder in, , plain, , -, , a) composite, , area as, , straight, , camber, , b), , two, , lm, , b), , 0.5m, , per IRC is, , a), , line camber, , o 2.5m d), , None of, , these., , v), , vi), , vii), vii), , Roadway, , equal, , to, , -, , carriageway, , a) carriageway+ 2(shoulder), , shoulder, , c)carriageway + shoulder + side drain d) None of these., Indian Road, , Congress, , was, , founded in the year, , ), , 1934, , b), , 1943, , c), , 1936, , d), , None of these., , The portion of roadway reserved for pedestrian traftjc is known as-a) camiageway ) expressway, , c) footpath d), , None of these., , &z important cities within the, The road connecting the district head quarters, road d) None of these., district, state, highway c) major, national, , a), , ix), , width is, , state, , is known, , as, , -, , highway ), , Grade compensation is not applicable for gradients flatter than -A) 4% 4.5% c) 5% d) None of, these., , x), , As per IRC the total reaction time is considered as - a) 2 sec ), , 2.5 sec c) 3 sec d None of these., , Fill in theblanks:, xi), xii), xiii), xiv), xv), XV1), , xvii), xviii), , The main function of sub grade soil is to give adequate, , to the pavements., , The test conducted to find out the toughness ofroad aggregate is, The main function of soil stabilization is to improve, of the soil., Road sign indicating 'Speed Limit' is a type of, Sign., When two roads cross each other at right angle, it is known as, The raised platforms if suitable shapes built on the road intersections are called, Route marker is knovwn as, sign., The type offailure occurs due to localized weakness in the pavement is known as, 1, , failure.

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xix), , The, , Xx), , Xxi), Xxii), , xxii), Xxiv), Xxv), xxvi), , The, , longitudinal depressions formed, u, , in flexible, , pavements are known as,, , o e t obfained by the destructive distillation of organic matter is know, , intermediate supports of a, bridge in superstructure is known, The culverts bave, span length less than, ., An example of, flexilble pavement is, road is also known as fair weather road., The first 20, year road, is also known, , development plan, , as, , S, , ., , as., , -plan., , The boundaries between the pavements & the footpaths are known as, , Group-A, Answer any two questions., , 2., , 3., , a), , Write the terrain classification as per IRC., , b), , Draw a road cross section in full cutting & label the sectional elements., , Write short notes, , 3+7, 2x5, , any five of the followings:, (), gradient, (c) super elevation, (d) PIEV theory, (e) widening of pavement,, on, , transiton, , e, r , (), curve, (g) camber, A., , a), b), , State the factors influencing the selection of alignment for roads inplain area5, for fixing the, vame the different types of surveys with their objects required, plain area., , what do you mean by Ribbon development?, development?, , a, , What is super elevation? What are the objects of providing super elevation?, What do you mean by grade compensation at curves in hill roads?, , are, , in, , of ribdOn, the advantages & disadvantages, 3+3+(1+3), , c), , What, , road alignment, , State the necessity of providing extra widening of pavement on curve., , 2+2+2+4, , Group-B, Answer any one question., , 6., , a), b), , What is traffic rotary? State the IRC limitations of providing a traffic rotary., Define the following tems (any three) - (i) guide island (i) refuge island (ii) kerb (iv) spoil bank, , 1+3+(3x2), , (v) angle of repose., Draw a cross section of a hill road & show its different cross sectional elements., , Write short notes on (any two) -() hair pin bend (ii) cliff gallery (ii) retaining wall., , 4+(2x3), , Group-C, Answer any two questions., , 8., , 9., , 10, 11., , a), , What are the requirements of a good road aggregate?, , b), , Name four tests of road aggregates with their respective objectives., , a), , 6+4, , Distinguish between rigid pavement & flexible pavement., , b), , Draw a cross section of a flexible pavement & describe the function of each part, , a), , b), , What are the causes of pavement distress? What is mud pumping?, What is soil stabilization? Name the methods of soil stabilization., , a)b), , Differentiate between bridge & culvert., What are the factors governing the site for, , a, , particular bridge., , 4+6, , 342+2+3, 5+5

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December 2018, DEVELOPMENT, , Full Marks.: 70, , ENTREPRENEURSHIP, , BUILDING, , SERVICES, , &, , Time Allowed: 3 Hours, answered, , Question No.1 is, is to be made in separat, to, , Answer, , This, , answer, , Maximum time allowed is 45 minutes, after, tresh a n s w e r, , seripts for, On, , answering, , early, a, , Choose the, , corect answer, , ne pipe, , which, , is, , the, , student will, , from the, , answer, , which, , remaining, , any five questions, , in which, , only, , question, part of the, , concrete, , flow in, , human, , and, , vided., , provi, , No.1,, , script, , from the rest., , 20x1, , given alternatives (any twenty), , resistance to corrosion, , valve which is used to, The, d) Gate Valve., , theloose:, , get the remaining, , pipe, c) Cast Iron pipe, dyCement, , The pipe, , collected, , scripts, will De, , of Question, of a n s w e r scripts, earlier., , submission, , Answer, , 1., , first., , purpose., and to be, compulsory, for the, provided, will be, loose seript(s), , one, , by, , acidic, , or, , is:, alkaline water, , a) Copper pipe,, , pipe., , Reflux valve,, , Valve,, valve, b) Air, direction is: a) Scour, , excreta, , Soil, , flows is:, , pipe, b), , pipe, c), , Waste, , Vent, , d) Rainwater pipe., , iv), , and, In which system both soil pipe, , system,, The, , b) one pipe sys, c), , member, , Welly, The, , Two, , the, , movement, , of the lift, , guide, ropes, d) Lift beams., Suspension, c), rails,, , which is used to, , Guide, , separately ventilated by, , recommendation, , vent, , vent pipe, above., pipe system, d) All the, are, , capacity of lift for, , car, , large office building: a), , in, , a, , 2000, , pipe4) Single, , vertical direction is:, , kg, b), , Lin, , 0), , 2020, , pipe,, , stack, , a), , Lift, , kg, g) 2040 kg,, , d) 2050 kg., , vil), , internal staircase is:, the minimum width of, For fire exist requirements,, mm., c) 500 mm, d) 700, , with, , a, , minimum, , capacity of: a) 6, , a), , 1000 mm,, , passengers,, , b), , 8, , b), , 600 mm,, , passengers,, , c) 4, , viil), , Fire lift should be provided, 10 passengers., passengers, d), , ix), , of the building above 12m,, the fire lift are provided: a) the height, In which of the following case,, above, 15m, d) the height of, the building, above 10m, c) the height of, the, building, of, the, height, b), the building above 20m., , x), , due to extermal wind:, for calculating the rate of ventilation, Choose the correct formula, , b), A, , Q=K/AV, c) Q=AV/K, d), building, , a) Q=KAV,, , Q=VK/A., , convenient, should be oriented at any, , 15°-30°,, angle between: 0-30°, b) 10°-30°, c), , d) 5°-30°., , xin), , xiii), , Addition of artificial, of the above., , Humidification also known as:, , c) Addition of sunlight, d) none, In NP-3, , pipe,, , NP stands for:, , a), , a) Non-pressure, b), , Nominal pressure,, , pressure., , xiv), , light, b), , Person., Entrepreneur means: a) Object, b) Office, c) Shop, d), , Addition of air to water,, , c), , New pressure,, , d), , Newel

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xv), , xvi), xvii), , ivity, 1s, components., In SwOT, , function of a) three components, b), , a, , two, , components, c), , co, , analysis, S stands for: a) Strength, b) Siffness, c) Socicty, d) Secto, , example of Environmental risk: a) Disaster,, d) Technology failure., , Select the, , four, , corect, , b), , Rate,, , Interest, , in, which, pro, it assumes that customers are primarily interested, xvii) In, 1Ow CTiSIs:concept,, a) the product concept, b) production concept, c) selling concept, a, , xix), Xx), , BTeakeven, , point comes when profit is: a) high, b) low, c) zero, d), , roauct cost, , Bank, , Balance,, , Da, , medium., to, , c), direct labour cost, b) direct material co,, , a), , includes:, , c), , cost, , the, , of deliver, , piou, , customer, d) all the above., , xxi), Xxii), , Cost benefit, , 1or:, , a), d, s, d) cost based analysis., echnical feasibility, , includes:, , analysis, b), , a) location, b), , customer, , raw, , based appraisal,, , c), , current cost, , technology,, materials, c) available, , analySid, , g), , al ne, , above., XXII), , Fourth, , stage of project life, , cycle is: a) growth stage, b) maturity, , decline s a g , a), , stage,, , introductory stage., asset, , current, working capital: a) working capital, +current liabilities, c) working capital, liabilities, b) working capital current asset, asset x curTent liabilities., / current liabilities, d) working capital current, =, , xxiv), , formula for, , Choose the correct, , =, , -, , Current, , current asset, , =, , =, , XXV), , E-commerce, , means, , for:, , a) Electro-Commerce, b) Elective-Commerce,, , Electronic-Commerce,, , d) Electrical-Commerce., , 2, 3., , with sketch, Define traps. Explain in detail the different types of traps, different sanitary fixtures which are used in building., , according, , to, , its, , shape., , Name the, 2+6+2, , in plumbing system. State the classification of cement, State the different types of pipe & joint used, 4+2+2+2, different, the, types of valves., concrete pipe. Define valves. Name, , Define the following (any five): ()Lift car, (i) Call indicator, (Gii) Liftpit. (iv) Lift contact speed, (V) Lift, machine, (vi) Life well, (vii) Soil pipe, (vii) Waste pipe, (ix) Artificial lighting., 5., , 6., , 5x2, , State the classification of building, according to the national building code of India based on occupancy., State the causes of fire. Define floor area ratio. Explain the term fire alarm & dry riser., , 2+2+2+2+2, , Mention different types of mechanical ventilation. Define filters. Mention its different types. Explain any, one of them with figure., , 2+2+2+4, , 7., , Define entrepreneur. State the characteristics of entrepreneur. Explain in detail the SwOT analysis. 2+3+5, , 8., , Write short note of the following (any five): () Liberalization, Gi) Risk taking and takers, (i) Fish bone, , diagram, (iv) Brain storming. (v) Market assessment, (vi) Curent ratio, (vii) Project appraisal,, (vii) Dividend yield, (ix) Working capital., 5x2, 9., , Define creativity. State the qualities of creative person. Write the steps for opening the small scale, , 10., , industry., 2+3+5, Define profitability. Mention the different types of sources of finance. Explain in detail the term break, even analysis., , 11., , Define, , global entrepreneur, , 2+2+6, and, , project repot. Explain in detail the product life cycle., , 2, , 2+2+6