
Civil Engineering Competitive Questions
Select the incorrect statement     Â
[ A ]   R.C.C has better fire resistance than steel          Answer : C   Â
3        Water cement ratio is the ratio of Â
[ A ]   Water to cement by weight [ B ]   Water to cement by volume [ C ]   Cement to water by weight [ D ]   Cement to water by volume          Answer : A   Â
4        Concrete is  Â
[ A ]   Weak in tension [ B ]   Strong in tension [ C ]   Strong in both tension and compression [ D ]   Weak in compression          Answer : A   Â
5        The entrained air in concrete       Â
[ A ]   Increases the strength [ B ]   Decreases the resistance to weathering [ C ]   Increases the workability [ D ]   Decreases the workability          Answer : C   Â
6        Concrete is unsuitable for compaction by vibration if it is       Â
[ A ]   Semi – plastic [ B ]   Plastic [ C ]   Earth moist [ D ]   Dry          Answer : B   Â
7        The strength and quality of concrete depends upon    Â
(i)Grading of aggregates
(ii)Shape of aggregates
(iii)Surface area of aggregates
(iv)Surface texture of aggregates
[ A ]   i, ii and iv [ B ]   ii, iii and iv [ C ]   i, iii and iv [ D ]   i, ii, iii and iv          Answer : D   Â
8        In order to avoid segregation, fresh concrete should be dropped from a height of Â
[ A ]Â Â Â Less than one meter [ B ]Â Â Â Less than two metres [ C ]Â Â Â More than one metre [ D ]Â Â Â More than two metresAnswer : A
9Â Â Â Â Â Â Â Â The process of hardening of concrete in the presence of water is called
[ A ]   Creep [ B ]   Hydration [ C ]   Shrinkage [ D ]   Curing          Answer : B   Â
10Â Â Â Â Â Â The process of keeping the concrete structure moist is calledÂ
[ A ]   Hydration [ B ]   Curing [ C ]   Creep [ D ]   Shrinkage          Answer : B   Â
11Â Â Â Â Â Â The separation of water or water cement mixture from the freshly laid concrete is known as
[ A ]   Workability [ B ]   Segregation [ C ]   Bleeding [ D ]   Creep          Answer : C   Â
12Â Â Â Â Â Â The continuous strain, which the concrete undergoes due to application of external loads is
calledÂ
[ A ]   Creep [ B ]   Bleeding [ C ]   Workability [ D ]   Segregation          Answer : A   Â
13      The process of conversion of plastic concrete to solid stage is called         Â
[ A ]   Hydration [ B ]   Hardening [ C ]   Setting [ D ]   Curing          Answer : C   Â
14      At 28 days of curing concrete attains a strength of      Â
[ A ]Â Â Â 20 to 25% [ B ]Â Â Â 60 to 70% [ C ]Â Â Â 65 to 80% [ D ]Â Â Â 90 to 95%Â Â Â Â Â Â Â Â Â Â Answer : DÂ Â Â Â
15      In a mass concrete, the aggregates occupy a space of         Â
[ A ]Â Â Â 25% [ B ]Â Â Â 75% [ C ]Â Â Â 40% [ D ]Â Â Â 60%Â Â Â Â Â Â Â Â Â Â Answer : BÂ Â Â Â
16Â Â Â Â Â Â The coarse aggregate which possess the property of good interlocking areÂ
[ A ]   rounded shape [ B ]   elongated shape [ C ]   angular shape [ D ]   none of the above          Answer : C   Â
17      While placing of concrete the thickness of each layer for R.C.C. is  Â
[ A ]   150 to 300 mm [ B ]   450 mm [ C ]   500 to 750 mm [ D ]   500 mm          Answer : A   Â
18Â Â Â Â Â Â Increase in water content in a cement concreteÂ
(i) Increases workability
(ii) Increases the strength
[ A ]Â Â Â i [ B ]Â Â Â ii [ C ]Â Â Â both (i) and (ii) [ D ]Â Â Â neither (i) nor (ii)Â Â Â Â Â Â Â Â Â Â Answer : AÂ Â Â Â
19      Slump cone test is used to determine    Â
[ A ]   Shrinkage of concrete mix [ B ]   Creep of concrete [ C ]   Workability of concrete mix [ D ]   Soundness of concrete          Answer : C   Â
20Â Â Â Â Â Â While determining the workability of concrete mix, the compaction factor test is ——than the
slump cone test      Â
[ A ]   Less accurate [ B ]   More accurate [ C ]   Approximate method [ D ]   None of the above          Answer : B   Â
21      Workability of concrete mix with low water cement ratio is determined by   Â
[ A ]   Tensile strength test [ B ]   Slump cone test [ C ]   Compaction factor test [ D ]   Flexural strength test          Answer : C   Â
22      If the slump of a concrete mix is 50 to 100 mm, its workability is      Â
[ A ]   Very low [ B ]   Low [ C ]   Medium [ D ]   High          Answer : C   Â
23      A compaction factor of 0.75 indicates ________workability   Â
[ A ]   Very low [ B ]   Low [ C ]   Medium [ D ]   High          Answer : A   Â
24Â Â Â Â Â Â Shrinkage in concrete can be reduced by usingÂ
(i) Low water cement ratio (ii) More amount of cement in the concrete
(iii) Presaturated aggregates
[ A ]   i [ B ]   i and ii [ C ]   i and iii [ D ]   i, ii and iii          Answer : C   Â
25Â Â Â Â Â Â The process of proper and accurate measurement of concrete ingredients for uniformity of
proportion, is known as     Â
[ A ]   Curing [ B ]   Mixing [ C ]   Grading [ D ]   Batching          Answer : D   Â
26      Select incorrect statement from the following    Â
[ A ]   With passage of time, the strength of cement decreases [ B ]   With passage of time, the strength of cement increases [ C ]   After a period of 24 months, the strength of cement reduces to 50% [ D ]   The concrete made with storage deteriorated cement; gains strength with    time.          Answer : B   Â
27Â Â Â Â Â Â For compacting plain concrete road surface of thickness less than 20 cm, the following
vibrator is used.      Â
[ A ]   Internal vibrator [ B ]   Screed vibrator [ C ]   Form vibrator [ D ]   None of the above          Answer : B   Â
28      Slump test of concrete is a measure of its        Â
[ A ]   Consistency [ B ]   Compressive strength [ C ]   Tensile strength [ D ]   Impact value          Answer : A   Â
29      Concrete gains strength due to    Â
[ A ]   Chemical reaction of cement with sand and coarse aggregates [ B ]   Evaporation of water from concrete [ C ]   Hydration of cement [ D ]   All the above          Answer : C   Â
30Â Â Â Â Â Â Minimum grade of concrete for R.C.C. should be _________ , as per IS. 456-2000Â Â Â Â Â Â Â Â Â
[ A ]Â Â Â M10 [ B ]Â Â Â M14 [ C ]Â Â Â M20 [ D ]Â Â Â M25Â Â Â Â Â Â Â Â Â Â Answer : CÂ Â Â Â
31Â Â Â Â Â Â A concrete mass containing 5% of voidsÂ
[ A ]Â Â Â Increases its strength by 30% [ B ]Â Â Â Reduces its strength by 30% [ C ]Â Â Â Increases its strength by 5% [ D ]Â Â Â Reduces its strength by 5%Â Â Â Â Â Â Â Â Â Â Answer : BÂ Â Â Â
32      Workability of a concrete – mix is determined by         Â
(i)Slump cone test
(ii)Compaction factor test
(iii)Vee bee test
[ A ]   i [ B ]   ii [ C ]   i and ii [ D ]   i, ii and iii          Answer : D   Â
33      High strength of concrete requires a water cement ratio of    Â
[ A ]Â Â Â 0.10 to 0.15 [ B ]Â Â Â 0.25 to 0.30 [ C ]Â Â Â 0.45 to 0.60 [ D ]Â Â Â 0.75 to 0.90Â Â Â Â Â Â Â Â Â Â Answer : BÂ Â Â Â
34      One bag of cement is equivalent to        Â
[ A ]   50 litres [ B ]   35 litres [ C ]   28 litres [ D ]   14 litres          Answer : B   Â
35      One cubit metre of cement weights        Â
[ A ]   1000 kg [ B ]   1200 kg [ C ]    1440 kg [ D ]   1600 kg          Answer : C   Â
36      As per IS: 456-2000, modulus of elasticity of concrete (in N/mm2) is given by      Â
[ A ]Â Â Â 5700 vfCK [ B ]Â Â Â 5000 vfCK [ C ]Â Â Â 3700 vfCK [ D ]Â Â Â 3000 vfCKÂ Â Â Â Â Â Â Â Â Â Answer : BÂ Â Â Â
37Â Â Â Â Â Â In working stress method of design, the factor of safety for concrete and steel respectively
are    Â
[ A ]Â Â Â 3.0 and 1.8 [ B ]Â Â Â 3.0 and 1.18 [ C ]Â Â Â 3.0 and 1.15 [ D ]Â Â Â 1.5 and 1.5Â Â Â Â Â Â Â Â Â Â Answer : AÂ Â Â Â
38Â Â Â Â Â Â In Limit state method of design, the factor of safety for concrete and steel respectively are
[ A ]Â Â Â 3.00 and 1.80 [ B ]Â Â Â 1.50 and 1.18 [ C ]Â Â Â 1.50 and 1.15 [ D ]Â Â Â 1.50 and 1.50
          Answer : C   Â
39      Specific weight of Reinforced cement concrete is       Â
[ A ]Â Â Â 24 N/m3 [ B ]Â Â Â 24 kN/m3 [ C ]Â Â Â 25 N/m3 [ D ]Â Â Â 25 kN/m3Â Â Â Â Â Â Â Â Â Â Answer : DÂ Â Â Â
40      The tensile strength of concrete is about ________ of its compressive strength   Â
[ A ]Â Â Â 10% to 15% [ B ]Â Â Â 30% to 40% [ C ]Â Â Â 50% [ D ]Â Â Â 60% to 75%Â Â Â Â Â Â Â Â Â Â Answer : AÂ Â Â Â
41Â Â Â Â Â Â The shrinkage strain of concrete is generally taken asÂ
[ A ]Â Â Â 0.3 [ B ]Â Â Â 0.03 [ C ]Â Â Â 0.003 [ D ]Â Â Â 0.0003Â Â Â Â Â Â Â Â Â Â Answer : DÂ Â Â Â
42      The tensile strength of concrete is given by      Â
[ A ]Â Â Â 0.45 vfCK [ B ]Â Â Â 0.60 vfCK [ C ]Â Â Â 0.70 vfCK [ D ]Â Â Â 0.90 vfCKÂ Â Â Â Â Â Â Â Â Â Answer : CÂ Â Â Â
43      The ratio of bond stress for HYSD bars to that of plain bars  Â
[ A ]Â Â Â 0.714 [ B ]Â Â Â 0.9 [ C ]Â Â Â 1.4 [ D ]Â Â Â 1.8Â Â Â Â Â Â Â Â Â Â Answer : CÂ Â Â Â
44      The proof stress in steel is the stress corresponding to the strain of Â
[ A ]Â Â Â 0.2 [ B ]Â Â Â 0.02 [ C ]Â Â Â 0.002 [ D ]Â Â Â 0.0002Â Â Â Â Â Â Â Â Â Â Answer : CÂ Â Â Â
45Â Â Â Â Â Â In the mixer, the concrete should be mixed for at leastÂ
[ A ]   1 to 2 minutes [ B ]   2 to 3 minutes [ C ]   3 to 5 minutes [ D ]   5 to 7 minutes          Answer : B   Â
46      As per IS: 456-2000, the maximum size of aggregate is        Â
[ A ]   1/4 of maximum thickness of member [ B ]   1/4 of minimum thickness of member [ C ]   1/5 of maximum thickness of member [ D ]   1/5 of minimum thickness of member          Answer : B   Â
47Â Â Â Â Â Â Water used for mixing of concrete should be free fromÂ
(i)Oils
(ii)Salts
(iii)Acids
[ A ]   i [ B ]   iii [ C ]   i and iii [ D ]   i, ii and iii          Answer : D   Â
48      Modulus of elasticity of concrete is primarily influenced by    Â
[ A ]   Elastic properties of aggregate [ B ]   Curing of concrete [ C ]   Age of concrete [ D ]   Mix proportion and type of cement          Answer : A   Â
49      As the workability increases compaction factor Â
[ A ]   Decreases [ B ]   Increases [ C ]   Remains same [ D ]   None of the above          Answer : B   Â
50      Shrinkage of concrete is mostly influenced by  Â
[ A ]   Environmental conditions [ B ]   Size of member [ C ]   Cement in concrete [ D ]   The total amount of water present in concrete          Answer : D   Â
51      During the process of hardening of cement, _______ will takes place        Â
[ A ]   Bleeding [ B ]   Segregation [ C ]   Hydration [ D ]   All the above          Answer : C   Â
52      Due to Bleeding action concrete becomes        Â
[ A ]   Weak [ B ]   Strong [ C ]   Hard [ D ]   Durable          Answer : A   Â
53      About 70% to 80% of cement is contributed by Â
[ A ]   Tricalcium silicate and Tricalcium aluminate [ B ]   Tricalcium silicate and Dicalcium silicate [ C ]   Tricalcium Aluminate and Dicalcium silicate [ D ]   Tricalcium Aluminate and Tetra calcium Aluminoferrite          Answer : B   Â
54Â Â Â Â Â Â When compared to ordinary Portland cement, Rapid hardening Portland cement contains
______________ amount of lime content         Â
[ A ]   Equal [ B ]   Greater [ C ]   Lesser [ D ]   Zero          Answer : B   Â
55      The following compound has the property of early strength as well as ultimate strength  Â
[ A ]Â Â Â C3S [ B ]Â Â Â C2S [ C ]Â Â Â C3A [ D ]Â Â Â C4AFÂ Â Â Â Â Â Â Â Â Â Answer : AÂ Â Â Â
56Â Â Â Â Â Â Which of the following compounds is considered to be an undesirable compound for cement
[ A ]Â Â Â C3S [ B ]Â Â Â C2S [ C ]Â Â Â C3A [ D ]Â Â Â C4AFÂ Â Â Â Â Â Â Â Â Â Answer : DÂ Â Â Â
57      Which of the following compound is susceptible to be attached by alkalies and salts       Â
[ A ]Â Â Â C3S [ B ]Â Â Â C3S [ C ]Â Â Â C3A [ D ]Â Â Â C3AFÂ Â Â Â Â Â Â Â Â Â Answer : CÂ Â Â Â
58      The heat generated in ordinary cement at the end of 3 days is about         Â
[ A ]   60 cal/g [ B ]   80 cal/g [ C ]   100 cal/g [ D ]   120 cal/g          Answer : B   Â
59Â Â Â Â Â Â Low heat cement contains more amount of __________ than that of ordinary Portland
cement         Â
[ A ]   C3S [ B ]   C2S [ C ]   C3A [ D ]   None of the above          Answer : B   Â
60      In Portland Blast furnace slag cement, the blast furnace slag content shall not exceed   Â
[ A ]Â Â Â 50% [ B ]Â Â Â 65% [ C ]Â Â Â 80% [ D ]Â Â Â 90%Â Â Â Â Â Â Â Â Â Â Answer : BÂ Â Â Â
61Â Â Â Â Â Â White cement contains less amount of ___________Â Â
[ A ]   Lime [ B ]   Silica [ C ]   Alumina [ D ]   Iron oxide          Answer : D   Â
62Â Â Â Â Â Â In fineness test on cement, residue left on I.S. sieve no.9 shall not exceed __________ by
weight of the sample of cement   Â
[ A ]Â Â Â 5% [ B ]Â Â Â 10% [ C ]Â Â Â 15% [ D ]Â Â Â 20%Â Â Â Â Â Â Â Â Â Â Answer : BÂ Â Â Â
63      Ordinary Portland cement requires a specific surface of        Â
[ A ]   1250 cm2/gm [ B ]   2250 cm 2/gm [ C ]   3250 cm 2/gm [ D ]   3500 cm 2/gm          Answer : B   Â
64      The maximum percentage of chemical ingredient of cement is        Â
[ A ]   Iron oxide [ B ]   Silica [ C ]   Lime [ D ]   Magnesium oxide          Answer : C   Â
65      The minimum percentage of chemical ingredient of cement is         Â
[ A ]   Iron oxide [ B ]   Silica [ C ]   Lime [ D ]   Magnesium oxide          Answer : D   Â
66      Efflorescence in cement is caused due to an excess of         Â
[ A ]   Alkalies [ B ]   Silica [ C ]   Iron oxide [ D ]   Alumina          Answer : A   Â
67Â Â Â Â Â Â Dicalcium silicate (C2S)Â Â Â Â Â
[ A ]   rates rapidly [ B ]   Hardens rapidly [ C ]   Generates less heat of hydration [ D ]   Has less resistance to sulphate attack          Answer : C   Â
68Â Â Â Â Â Â Tricalcium aluminate (C3A)Â Â Â Â Â Â Â Â Â Â
[ A ]   Hydrating less rapidly [ B ]   Is a redundant compound [ C ]   To be attacked by alkalies and salts [ D ]   None of these          Answer : C   Â
69      For road pavements, the cement generally used, is    Â
[ A ]   Ordinary Portland cement [ B ]   Rapid hardening cement [ C ]   Low heat cement [ D ]   Blast furnace slag cement          Answer : A   Â
70      For mass concrete work, the type of cement preferable is     Â
[ A ]   Ordinary Portland cement [ B ]   Rapid hardening cement [ C ]   Low heat cement [ D ]   Blast furnace slag cement          Answer : C   Â
71Â Â Â Â Â Â Le-chatelier apparatus is used forÂ
[ A ]   Fineness test [ B ]   Consistency test [ C ]   Soundness test [ D ]   Compressive strength test          Answer : C   Â
72      The diameter of the Vicat plunger is 10 mm and its length varies form       Â
[ A ]   40 mm [ B ]   50 mm [ C ]   55 mm [ D ]   60 mm          Answer : B   Â
73      Inert material of a cement concrete mix, is        Â
[ A ]   Water [ B ]   Aggregate [ C ]   Cement [ D ]   None of these          Answer : B   Â
74      An aggregate is said to be flaky, if its least dimension is less than   Â
[ A ]   2/3 mean dimension [ B ]   3/4 mean dimension [ C ]   3/5 mean dimension [ D ]   5/8 mean dimension          Answer : C   Â
75      Workability of concrete for a given water content is good, if the aggregates are    Â
[ A ]   Rounded [ B ]   Irregular [ C ]   Angular [ D ]   Flaky          Answer : A   Â
76      Setting time of cement increases by adding     Â
(i)gypsum
(ii)sodium oxide
(iii)calcium chloride
[ A ]   i [ B ]   i and ii [ C ]   i and iii [ D ]   i, ii and iii          Answer : A   Â
77      The cement becomes useless if its absorbed moisture content exceeds    Â
[ A ]Â Â Â 1% [ B ]Â Â Â 2% [ C ]Â Â Â 3% [ D ]Â Â Â 5%Â Â Â Â Â Â Â Â Â Â Answer : DÂ Â Â Â
78      The size of fine aggregates does not exceed    Â
[ A ]   2.75 mm [ B ]   3.75 mm [ C ]   4.75 mm [ D ]   5.75 mm          Answer : C   Â
79      Water used for mixing concrete should be        Â
[ A ]   Slightly acidic [ B ]   Free from bacteria [ C ]   Distilled [ D ]   Potable          Answer : D   Â
80      The workability of concrete is mostly influenced by its Â
[ A ]   Water cement ratio [ B ]   Aggregate cement ratio [ C ]   Cement content [ D ]   Water content          Answer : A   Â
81      Chief constituent of ordinary Portland cement is         Â
[ A ]   Lime [ B ]   Alumina [ C ]   Magnesia [ D ]   Iron oxide          Answer : A   Â
82      The heat of hydration for low heat cement at the age of 7 days shall not exceed  Â
[ A ]   80 cal / gm [ B ]   75 cal / gm [ C ]   70 cal / gm [ D ]   65 cal / gm          Answer : D   Â
83      Cement is obtained by burning a mixture of the following materials Â
[ A ]   Siliceous materials [ B ]   Argillaceous materials [ C ]   Calcareous materials [ D ]   All the above          Answer : D   Â
84Â Â Â Â Â Â For determining the compressive strength test on cement is, the percentage amount of
water to be added as (Pa = Percentage of water for required consistency)Â Â
[ A ]Â Â Â 0.25 Pa + 2.5 [ B ]Â Â Â 0.25 Pa + 3.5 [ C ]Â Â Â 0.35 Pa + 2.5 [ D ]Â Â Â 0.35 Pa + 3.5Â Â Â Â Â Â Â Â Â Â Answer : BÂ Â Â Â
85Â Â Â Â Â Â Minimum compressive strength of cement required at the age of 3 days for ordinary
Portland cement of grade 33 is    Â
[ A ]Â Â Â 1.15 N/mm2 [ B ]Â Â Â 11.5 N/mm2 [ C ]Â Â Â 2.10 N/mm2 [ D ]Â Â Â 21 N/mm2Â Â Â Â Â Â Â Â Â Â Answer : BÂ Â Â Â
86      Bulking of sand takes place due to         Â
[ A ]   Surface tension [ B ]   Viscosity [ C ]   Capillarity [ D ]   None of the above          Answer : A   Â
87      Creep coefficient is the ratio of    Â
[ A ]   Ultimate Creep strain to elastic strain [ B ]   Elastic strain to ultimate Creep strain [ C ]   Elastic strain to plastic strain [ D ]   Plastic strain to elastic strain          Answer : A   Â
88Â Â Â Â Â Â Generally the strength of concrete is represented by the crushing stress of concrete cube of
size   Â
[ A ]   50 mm [ B ]   100 mm [ C ]   150 mm [ D ]   250 mm          Answer : C   Â
89Â Â Â Â Â Â As per IS:1139, the characteristic yield strength for hot rolled High yield strength deformed
bars isÂ
[ A ]Â Â Â 250 N/mm2 [ B ]Â Â Â 415 N/mm2 [ C ]Â Â Â 500 N/mm2 [ D ]Â Â Â 550 N/mm2Â Â Â Â Â Â Â Â Â Â Answer : BÂ Â Â Â
90Â Â Â Â Â Â As per IS:1139, the characteristic yield strength for cold twisted deformed bars isÂ
[ A ]Â Â Â 250 N/mm2 [ B ]Â Â Â 415 N/mm2 [ C ]Â Â Â 500 N/mm2 [ D ]Â Â Â 550 N/mm2Â Â Â Â Â Â Â Â Â Â Answer : CÂ Â Â Â
91Â Â Â Â Â Â For reinforced concrete work, aggregates having a nominal size of ——– are generally used
[ A ]   20 mm [ B ]   40 mm [ C ]   50 mm [ D ]   60 mm          Answer : A   Â
92      The proportion of coarse aggregates to fire aggregates in structural concrete is usually  Â
[ A ]Â Â Â 0.50 – 1.25 [ B ]Â Â Â 1.25 – 4.50 [ C ]Â Â Â 1.50 – 2.50 [ D ]Â Â Â 0.25 – 0.75Â Â Â Â Â Â Â Â Â Â Answer : CÂ Â Â Â
93      Fly ash when added to concrete  Â
[ A ]   Acts as aggregates [ B ]   Acts as pozzolona [ C ]   Improves appearance [ D ]   Reduces setting time          Answer : B   Â
94      As per IS:456, the strength of concrete sample is less than   Â
[ A ]   The characteristic strength minus 1.35times the standard deviation [ B ]   0.80 times the characteristic strength [ C ]   Greater of (a) and (b) [ D ]   None of the above          Answer : C   Â
95      Characteristic strength of steel has been defined as   Â
[ A ]   0.1 % proof stress [ B ]   0.2 % proof stress [ C ]   0.4 % proof stress [ D ]   Equal to proof stress          Answer : B   Â
96Â Â Â Â Â Â For Ordinary Portland cement concrete exposed to dry and hot weather conditions, good
moist curing period is        Â
[ A ]   7 days [ B ]   10 days [ C ]   14 days [ D ]   None of the above          Answer : B   Â
97Â Â Â Â Â Â As per IS: 456-2000, recommended value for standard deviation for concrete mix from M30
to M50 is      Â
[ A ]Â Â Â 1 N/mm2 [ B ]Â Â Â 2 N/mm2 [ C ]Â Â Â 4 N/mm2 [ D ]Â Â Â 5 N/mm2Â Â Â Â Â Â Â Â Â Â Answer : DÂ Â Â Â
98      As per 1S: 456-2000, minimum grade of concrete in seat water constructions is  Â
[ A ]Â Â Â M20 [ B ]Â Â Â M25 [ C ]Â Â Â M30 [ D ]Â Â Â M50Â Â Â Â Â Â Â Â Â Â Answer : CÂ Â Â Â
99Â Â Â Â Â Â The section of a reinforced beam where most distant concrete fiber in compression and
tension in steel attains permissible stresses simultaneously is called          Â
(i)Balanced section
(ii)Economic section
(iii)Critical section
[ A ]   i [ B ]   i and ii [ C ]   i and iii [ D ]   i, ii and iii          Answer : D   Â
100    As the percentage of steel increases     Â
[ A ]   Depth of neutral axis decreases [ B ]   Depth of neutral axis increases [ C ]   Lever arm increases [ D ]   None of the above are correct          Answer : B   Â