USN 10cv52

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Fifth Semester B.E. Degree Examination, June/July 2014Design of RCG Structural Elements

Time: 3 hrs. Max. Marks:100Note: I. Answer FIVE full questions, selecting

at least TWO questions from each part.2. Use of 15456-2000 and SPL6 permitted.3. Assume any missing data saitably.

PART _ A',,j' PART - A

I a. Explain balanced section, under reinforced section and over reinforced section with the helpof sketches in limit state RCC design. (04 Marks)

:

b. Derive the expression for stress block parameters, compiessive force Cu : 0.36 ftk Xu

and its depth y = 0.421, from top. (08 Marks)

c. Obtain the expression for Max depth of neutral axis, lirniting percentages of steel andlimiting moment for rectangular RC section for M20 concrete and Fe415 steel. (08 Marks)

2 a. A single reinforced conc. Beam 250x450 mm deep up to the centre of reinforcement isreinforced with 3 - 16 mm dia at an effective cover 50 mm, Effective span 6 m. M20 conc.and Fe4l5 steel. Determine the central point load that can be supported in addition to theself weight. (08 Marks)

b. A doubly reinforced concrete rectangular beam 250mm x 500 mm is required to support aload of 40 kN/m including self wt. Effective span 5 m, effective cover 50 mm. M20 conc.Fe415 steel. Find the steel required for flexure and shear. (12 Marks)

3 a. A T-beam reinforced concrete beam having flange width 1200 mm flange thickness 100mmE.depth 600 mm *eb 300 mm. Find steel to resist an ultimate moment of 550 kNm. AdoptM15 conc and Fe415 steel. (10 Marks)

b. A doubly reinforced concrete beam having rectangular section 250mm x 500mm isreinforced with2 - 12 mm dia in compression4 - 20 mm dia in tension. Effective cover40 mm. E.span 5 m. Find ultimate moment capacity. Adopt M20 conc. and Fe4l5 steel.

(10 Marks)

4 a. A hall 16m x 6m is provided with T-beam and slab, T beams are spaced 4m'clc slabthickness is 120 mm, L Load 5 kN/m2 including self wt. Design intermediate T beam. M20conc. and Fe415 steel. Assume bearing of 500 mm. Check the beam for deflection anddevelopment length at support. (12 Marks)

b. Design a beam 300mm x 600mm to support Mu : 115 kNm; Vu : 95 kNm ; T" : 45 kNm.Use M15 conc and Fe415 steel. Assume effective cover 37.5 mm. (08 Marks)

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10cv52

PART _ B

Design a two way slab 5m x 6m live load 3kn/m2. M20 concrete Fe415 steel. Also check forbond length and shear. Assume corners are held down, bearing 300 mm. (20 Marks)

6 a. Design RCC column to support ultimate load of 1800 kN. Effective length 1.85 rn,M20 conc and Fe415 steel. (10 Marks)

b. Design a column 450 x 450 mm to support a load of P., : 2500 kN; M., : 180 kNm. AdoptM25 conc Fe4l5 steel. Assume bars on all the four sides. Effective cover ut.t --,,0

Marks)

7 Design a rectangular isolated footing of uniform thickness for a column 400 x 600 mm tosupporl a load of 600 kN SBC of soil 120 kN/m2. Adopt M20 conc Fe4l5 steel. Take the size ofthe footing 2.5 m x 2.3'nr Also check the requirements of one way shear, two way shear bondand transfer of load at column base. (20 Marks)

8 Design a stair for an office building for the plan shown in Fig.Q8. Rise 150 mm tread250 mm bearing 400 mm M20 conc and Fe415

Fig.Q8Sketch the details of reinforcement for span AB and CD. (20 Marks)

2of5

USN 10cv54

Fifth Semester B.E. Degree Examination, June/July 2014Geotechnical Engineering - I

Time: 3 hrs. Max. Marks:100N o r e :

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PART _ AI a. Define: i) Void ratio; ii) Porosity; iii) Degree of saturation; iv) Water content; v) Dry unit

weight; vi) Unit weight of soil solids; vii) Air content with the help of a three phasediagram; vitl) o/oge of air voids. (05 Marks)

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b. With usual notations derive the relationship: Se : W.G. (05 Marks)c. The volume of an undisturbed clay sample having a natural water content of 40oh is

25.6 x 10-6 m3 and its weight is 0.435N. Calculate the void ratio and degree of saturation ofthe sample, if specific gravity is2.75. Solve by first principles. (10 Marks)

2 a. Define: i) Liquid limit; ii) Plastic limit; iii) Shrinkage limit; iv) Relative consistency;v) Toughness index; vi) Slenderness ratio. (06 Marks)

b. A 100 x 10-6 m3 clay sample has a natural water content of 3To/o.Its shrinkage limit is 18%.If the sp.gr. of solids is 2.72, what will be the volume of sample at a water content of l5Yo?

(04 Marks)c. In a liquid limit test f certa le of clav follo readings are obtained:mens or cenaln samDte ot ctav Ioilow

Water content (%) 31.93 2l.62 25.51 23.30No. of blows 5 l6 23 42

The plastic limit of clay is 130/o natural water content is 18%. Determine liquid limit,plasticity index, liquidity index, relative consistency, flow index and toughness index of soil.

(10 Marks)

3 a. Explain the classification of fine grained soils as per lndian soil classification systeln.(06 Marks)

b. Define soil structure. Explain with neat sketches single grained and honey combed structuresin soils.

c. The following data refers to a sample of soil:Percentage passing 4.75mml.S sieve :64Percentage passing 75 micron I.S sieve : 6

(06 Marks)(08 Marks)

Coefficient of uniformityCoeffi cient of curvaturesPlasticity indexClassify the soil

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4a.b.

List and explain the factors affecting the permeability of soils. (06 Marks)A permeameter of 82mm diameter contains a sample of soil of length 350mm. It can be usedfor either constant head or falling head tests. The stand pipe used for the latter has a diameterof 25mm. In the constant head test the loss of head was 1l60mm measured on a length of250mm. When the rate of flow was 2.73 m//sec. Find the coefficient of permeability of thesoil. If a falling head test was then conducted, how much time would be taken for the head todrop from 1.5m to 1.0m?

I of 2(08 Marks)

10cvs4

c. The effective sizes of two sands are 0.09mm and 0.54mm. The capillary rise of water in theflrst sand is 480mm. What is the capillary rise in second sand, if void ratio is same for bothsands? (06 Marks)

5a.b.

c.

c.

8a.

PART _ BExplain Mohr-Coulomb theory as applied to soils.Explain the factors affecting the shear strength of soils.

(05 Marks)(05 Marks)

(12 Marks)

A deep clay stratum underlies a sand strata of 5m thick. The ground water table is found at3m depth form GL. For sand G : 2.65 and e : 0.6. The sand above water table is 40%saturated. For clay if natural water content is 45oh and G : 2.70 draw total, effective andneutral pr. Variation diagrams upto a depth of 8m from GL.

6 a. Explain the factors affecting compaction of soils.b. Following are the result of standard proctor test:

,'.i-,,, (10 Marks)

(08 Marks)

Trial No. I 2 J 4 5

Moisture content (%) 8.30 10.50 t 1.30 13.40 13.80Bulk unit wt (kNimr) 19.8 21,.3 21.6 2t.2 20.8

The sp.gr. of soil particles is 2.65.Plot the following and determine OMC and MDD:D Moisture density curve.ii) Zero akvoids curve.iii) Ten percent air content curve.

Distinguish between normally consolidated soils and over consolidated soils. (06 Marks)What are the assumptions made in Terzaghi's one dimensional consolidation theory?

{08 Marks)Explain the determinationlof preconsolidation pressure by casagrande method. (r)6lltarks)

With a neat sketch;explain the square root of time fitting method of determining coefficient

b.U.

of consolidation. (06 Marks)Explain how the shear tests are classified based on sample drainage conditions. (06 Marks)A bed of compressible clay of 4rn thickness has pervious sand on top and impervious rock atthe bottom. In a consolidation test on an undisturbed specirnen of clay from this deposit,90% settlement was reached in 4 hrs. The specim.n *ui 20mm thick. istimate the time inyears for a building founded over this deposit to reach 90% of its final settlement. (08 Marks)

2 of2

USN lOcvss

(08 Marks)(06 Marks)(06 Marks)

Fifth Semester B.E. Degree Examination, June / July Z0l4

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Time: 3 hrs. Max. Marks;100

Note: Answer any FIVE full questions, selecting atleast TWO questions from each part.

PART _ A..

a. Define Hydrology. List the practical applications of hydrology. (06 Marks)b. With a neat sketch, explain the construction and working of Float type raingauge.(Siphon

tYPe). (06 Marks)c. The analysis of a storm yielded the following information regarding isohyets. Calculate the

(08 Marks)

Isohyet interval in mm 70*80 80-90 90 - 100 100-110 110- 120 120 - 130Area in km' t0 85 113 98 136 67

Hydrology and lrrigation Engineering

b.

Define the term infiltration capacity of a soil. Explain briefly the factors affecting theinfiltration capacity of a soil. (06 Marks)List the factors affecting evaporation. Explain with a neat sketch, the measurement ofevaporation using class - A pan. (06 Marks)A 6 hour storm produced rainfall intensities of 7, 18, 25, 12, i 0 and 3mm/hr in successiveone hour intervals over a basin of 800km2. The resulting mn off is observed as 264A hect -meter. Determine the Q - index of the basin. (08 Marks)

Define unit hydrograph. What are the assumptions underlying the unit hydrograph theoryand what are the limitations of unit hydrograph theory. (08 Marks)The ordinates of the 3 hour unit hydrograph are given below :

Find the ordinates of a 6 hour unit hydrograph for the same basin. analytically. Also sketchthis unit hydrograph. What is the peak value of discharge in this unit hydrograph? (12 Marks)

a. Explain the following terrns :

i) Design flood iD Maximum probable flood iii) Standard project flood. (06 Marks)b. what are the different types of flood control reservoirs? (06 Marks)c. Write a short note on channel improvement as flood control measure. (08 Marks)

5a.b.

c.

PART - B

Define Irrigation. List the advantages and disadvantages of irrigation.What are the environmental impacts of irrigation?Write a short note on sewage irrigation.

Tirne in hour 01J 6 9 I2 15 l8 2t 24 27 30

Ordinates m'/sec 0 l0 25 20 L6 t2 9 7 5 J 0

I of2

6a.b.

a.

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8a.b.

c.

Describe briefly the various soil groups of India.Explain the following terms : i) Saturation capacity ii)equivalent iv) Wilting point v) Available moisture.Distinguish between crop period and base period.

Write a brief note on crop seasons and crops of India.What are the factors affecting duty of water? How can duty be improved?

water.

How'irrigation canals are classified?

10cv55

(06 Marks)Field capacity iii) Moisture

(10 Marks)(04 Marks)

(06 Marks)(07 Marks)

(07 Marks)

(08 Marks)

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What is consumptive use of water? List the various factors affecting consumptive use of

Descri,be,briefly the various considerations made in the alignment of an inigation canal.

.'. , (08Marks)Distinguish'bbtween productive canal and a protective canal. (04 Marks)

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2 of2

USN l0AL51

(10 Marks)(05 Marks)(05 Marks)

(10 Marks)(05 Marks)(05 Marks)

(10 Marks)(05 Marks)(05 Marks)

(07 Marks)(06 Marks)(07 Marks)

(07 Marks)(06 Marks)(07 Marks)

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Fifth Semester B.E. Degree Examination, June / July 2014Management and Entrepreneurship

Time: 3 hrs. Max. Marks:100

Note: Answer any FIVE full questions, selecting utleust TWO questions from each purt.

2a.b.

c.

3a.b.

t.

PART - A

a. What are the characteristics of management? Explain.b. Distinguish between management and administration.c. List the contribution of F.B. Gilberth.

What are the characteristics of planning? Briefly explain each component.What are the advantages of objectives?What are the important characteristics of decision making?

What are the principles of organi zatton?Explain each in brief.What are the sources of recruitment?What are the main features of staffing?

What are the salient features of new small enterprise policy l99I?What are the characteristics of SSI?What are the major effects of WTO/GATT on Indian SSI?

Explain DIC single window agency.What are the objectives and functions of SIDBI?What are the functions of KSFC and TECSOK?

8 a. Explain the various guidelines provided by

a. Define leadership. What are the basic styles of leadership? Explain each in brief. (10 Marks)b. What are the features of motivation? (05 Marks)c. Explain McGregor's theory X and theory Y. (05 Marks)

PART _ B

a. What are the major characteristics of an entrepreneur? Explain each in brief. (07 Marks)b. How does an entrepreneur differ from a manager? Explain. (06 Marks)c. In the Indian context, explain the specific iole that an entrepreneur has fulfilled in the

economic development of the country. (07 Marks)

a.

b.

a.

b.c.

project report.b. What are the major errors

report?

the planning commission for preparation of(07 Marks)

generally made by entrepreneurs during formulating pro.ject(06 Marks)(07 Marks)c. What are the diflbrences between PERT and CPM?

SHIRDI SAI ENGG COLLEGE

USN l0cvs3

Fifth Semester B.E. Degree Examination, June / July 2014Structural Analysis - ll

Time: 3 hrs. Max. Marks:100

Note: l. Answer any FIVE full questions, selecting

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PART - AI a. A series of wheel loads crosses over u gitd.. of rpan 15m from left to right with 40kN load

leading as shown in fig.Ql(a). Determine i) Maximum B.M and ii) Maximum S.F at asection 4m from left support. (10 Marks)

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b. Draw ILD for S.F and B.M at a section 3m from left support for a simply supported beam12m long. Use the diagram to calculate maximum S.F and B.M at this section due to rollingload 5m long and 2kN/m intensity. (10 Marks)

Analyse the frame shown in fig. Q2, by slope deflection method and draw B.M.D. (20 Marks)

Fig.Q2

A horizontal beam ABCD is carried on hinged supports and is continuous over three equalspans each of 3m. All the supports are initially at the same level. The beam is loaded as shown.PlotB.M.D forthe beam if the support'A'settlers by 10mm,'B'settlers.by 30mm and'C'settlersby20mm.UseM.Dmethod.TakeE:2.0x 105N/mm2,I:2.4 x 106mma. (20Marks)

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Analyse the portal frame loaded as shown in fig. Q4 and draw B.M.D. Use Moment distributionmethod. (20 Marks)

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1 of2

VTU QUESTION PAPERS 5th SemesterCivil 2012-2014

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