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Questions

In hydrometer analysis for a soil mass

किसी मिट्टी के द्रव्यमान (Soil Mass) के लिए Hydrometer Analysis में ...
The porosity of a soil sample is 35% and the specific gravity of its particles is 2.7. The dry density of soil sample is

किसी मिट्टी के नमूने (Soil Sample) की Porosity 35% है तथा उसके कणों (Particles) का Specific Gravity 2.7 है। मिट्टी के नमूने का Dry Density कितना होगा?
The collapsible soil is associated with
Presence of organic matter in soil makes it

मिट्टी में कार्बनिक पदार्थ (Organic Matter) की उपस्थिति उसे ________ बनाती है।
The maximum diameter of the reinforcement bars in R.C.C slabs is -

R.C.C Lysc eas izcyu NM dk vf/dre O;kl fdruk gksrk gS
Which of the following structural loads are not applied commonly to a building?

fuEu esa ls dkSu lk lajpukred Hkkj vkerkSj ij fdlh Hkou ij ykxw ugha fd;k tkrk gS\
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than -

LrEHkksa ds vuqizLFk lqn`<hdj.k dk O;kl eq[; bLrikr NM+ ds ,d pkSFkkbZ O;kl ds cjkcj gksuk pkfg,] ysfdu blls de ugha
Dimensions of a beam need be changed if the shear stress is more than -

,d che ds vk;kr dks cnyus dh vko';drk gksrh gS ;fn drjuh ruko blls vf/kd gS&
According to IS : 3370 ( Part-2 ) permissible tensile stress in HYSD bars ?

IS : 3370 ds vuqlkj HYSD NM+ksa ds fy, permissible tensile stress fdruh gksxhA
For the serviceability requirement permissible crack in water tank for the aggressive environment is?

Serviceability dh t:jr ds fy, vkØked okrkoj.k esa ikuh dh Vadh esa vuqe; njkj fdruh gksrh gSA
Which design method is used for the design of water tank -

okWVj VSad dks fMtkbu djus ds fy, buesa dkSulk rjhdk dke esa fy;k tkrk gSA
Minimum clear cover requried for the design of water tank -

okWVj VSad ds fy, U;wure Dyh;j doj fdruk gksxkA
Deep beams are designed for -

xgjh /kju ______ ds fy, fMtkbu gksrk gSA
The weight of a foundation is assumed as -

uhao dk Hkkj ekuk tkrk gSA
The maximum ratio of span to depth of a cantilever slab is -

,d dSaVhyhoj LySc ls xgjkbZ dk vf/kdre vuqikr gS
If diameter of a reinforcement bar is d, the anchorge value of the hook is -

;fn ,d izofyr NM+ dk O;kl d gS gqd dk yaxj eku gksrk gSA
Spacing between longitudinal bars measured along the periphery of RCC columns should not exceed -

izcfyr lhesUV daØhV LrEHk esa ifjf/k ij ukih xbZ eq[; lfj;ksa ds chp dh nwjh fuEufyf[kr ls vf/kd ugha gksuh pkfg,%
In limit state design of RC, the strains in tension reinforcement should not exceed -

izcfyr daØhV ds lhek&voLFkk vfHkdYiu esa ruko izcyu esa fod`fr fuEufyf[kr ls vf/d ugha gksuh pkfg,%
The maximum tensile reinforcement in RCC beams is given by -

izcfyr lhesUV daØhV /kju esa vf/kdre ruu izcyu fuEufyf[kr }kjk fn;k tkrk gS
In a counterfort retaining wall, the main reinforcement in the stem at mid span is provided on -

dkmaVjiQksVZ izfr/kjd nhokj esa] rus esa eè; ikV esa eq[; izcfyr dgk¡ iznku djk;k tkrk gS&
The individual variation between test strength of sample should not be more than -

uewus dh rkdr ds chp esa fof'k"V ifjorZu fdruk vf/kd ugha gksuk pkfg,&
To determine the modulus of rupture, the size of test specimen used is -

VwVus ds ekikad dks ekius ds fy,] bLrseky fd;k x;k uewuk dk vkdkj gS&
In reinforced concrete, lap splice should not be used for bars having diameter larger than -

izcfyr daØhV eas] mu NM+ksa esa ySi fljklaf/k ugha fd;k tkrk ftudk O;kl _____ ls vf/d gksrk gSA
A retaining wall retaining a surchrage, if overall height of the wall is H, then the width of the base slab would be -

,d izfr/kjd fnokj vfrfjDr Hkkj dks ogu dj jgh gSA ;fn fnokj dh lEiw.kZ Å¡pkbZ 'H' gS rks vk/kj Nr dh pkSM+kbZ gksxhA
Match List–I (Beam variable) with List–II (Design provision) and select the correct answer using the code given below the lists:

List–I

A. Flexure

B. Shear

C. Bond

D. Deflection

List–II

1. Minimum depth of section

2. Longitudinal steel reinforcement

3. Stirrups

4. Anchorage in support

A B C D

lwph&I (/kju py)dks lwph&II vfHkdfYir ls feyk,¡ vkSj lwfp;ksa ds uhps fn, x, dksM ls lgh mÙkj pqusA
M–50 is considered as ______ type of concrete.

M–50 ______ izdkj dh daØhV ekuh tkrh gSA
Examine the following statements :

1. Factor of safety for steel should be based on its yield stress

2. Factor of safety for steel should be based on its ultimate stress

3. Factor of safety for concrete should be based on its yield stress

4. Factor of safety for concrete should be based on its ultimate stress

The correct statement are

fuEu dFkuksa dh tk¡p djksA
In limit state approach, spacing of main reinforcement controls primarily -

lhfer LVsV n`f"Vdks.k eas] eq[; lqn`<hdj.k dh fjfDr;k¡ izeq[kr% dks fu;fU=kr djrh gS
As per IS specifications, the nominal concrete cover for moderate exposure should not be less than -

Hkkjrh; ekud fofunsZ'kkas ds vuqlkj lkekU; tksf[ke ds fy, lkadsfrd daØhV vkoj.k ls de ugh gksuk pkfg,
The length of the lap in a compression is kept greater than [bar diameter × (Permissible stress in bar)/(Four times the bond stress)] or is -

laihMu vax eas iYys dh yackbZ][NaM O;kl × (NM esa LohÑr izfrcy)] /(vkca/k izfrcy dk ikap xquk) ls vf/kd j[kh tkrh gS vFkok ------------ gksrk gS
The modular ratio 'm' of a concrete whose permissible compressive stress is 'C' may be obtained from the equation -

izekih; vuqikr 'm' okys daØhV dk] ftldk LohÑr laihMu izfrcy 'C' gks dks lehdj.k }kjk izkIr fd;k tk ldrk g
While estimating a reinforced cement structure the omitted cover of concrete is assumed -

lqn`<hd`r lheasV lajpuk dk vuqeku yxkrs le; gVk, x, daØhV dh <ky dks LohÑr fd;k tkrk gS] tc
The design shear stress in reinforced cement concrete depends on -

izcfyr lheasV daØhV eas fMtkbu vi:i.k izfrcy fuEu esa ls fdl ij fuHkZj djrk g
The main reinforcement of a RC slab consists of 10 mm bars at 10 cm spacing. If it is desired to replace 10 mm bars by 12 mm bars, then the spacing of 12 mm bars should be -

10 lseh varj.k ds lkFk vkjlh [kaM dk eq[; lqn`<hdj.k 10mm NM+ ls cuk gSA ;fn 10mm NM+ dks 12mm NM+ ls cnyuk okafNr gks rks 12 fe-fe- NM+ esa varj.k gksuh pkfg,
Poisson’s ratio for concrete -

daØhV ds fy, Ioklks vuqikr
The final deflection due to all loads including the effects of temperature, creep and shrinkage and measured from as cast level of supports floors, roofs and all other horizontal members should not exceed -

rkieku eas ifjorZu] foliZu Øhi] ladqpu vkSj Q'kZ] Nr o vU; {kSfrt lnL;kas ds fy, vkfJrkas ds Lrj vkfn ds dkj.k vafre fopyu ls vf/kd ugh gksuk pkfg,
Shear span is defined as the zone where -

vi:i.k {ks= dks ml {ks= ds :i eas ifjHkkf"kr djrs gS] tgk
In counterfort type retaining walls -

dkamVjQksVZ izdkj fjVsfuax nhokj eas
The minimum diameter of longitudinal reinforcement in RCC column should not be less than:

vkj-lh-lh- LraHk esa vuqnSè;Z izcyu dk U;wure O;kl fdlls de ughas gksuk pkfg,\
In a singly reinforced beam, if the stress in concrete reaches its allowable limit earlier than the steel reaches its permissible limit, the beam section is called:

,dy izcfyr /kju esa] ;fn daØhV esa izcfyr ds viuh vuqKs; lhek rd igq¡pus ls igys daØhV eas izfrcy viuh vuqer lhek rd igq¡p tk;sA /kju ds [kaM dks D;k dgrs gSA
Spacing stirrups in a rectangular beam is:

vk;rkdkj /kju esa oy;dksa dk varjky
The minimum clear cover (in mm) for the main reinforcement in column, according to IS : 456 - 2000 is -

vkbZ-,l-% 456-2000 ds vuqlkj] LrEHk esa eq[; izcyu ds fy, U;wure vLIk'khZ vkoj.k (mm) esa fdruk gksrk gS&
Mild steel used in RCC structures conforms to -

vkj-lh-lh- lajpukvksa esa iz;qDr e`nq bLikr fdlds vuq:i gksrk gS\
Minimum percentage of tension steel in an RCC beam for Fe 500 steel is -

,d RCC naM esa Fe 500 bLikr ds fy, ruu bLikr dk U;wure izfr'kr gS
For two way action, i.e. punching shear, the calculated shear stress, τ_v, should satisfy the following relation τ_v≤k_sτ_cwhere τ_c according to working stress method is expressed as -

f}fn'k fØ;k] vFkkZr~ iafpax vi:i.k ds fy,] ifjdfyr vi:i.k izfrcy τ_vdks fuEu laca/k larq"V djuk pkfg, τ_{v ≤ Ks}τ_crnuqlkj] blesa dk;Zdkjh izfrcy fof/k ds vuqlkj τ_c fdruk gksrk gS\
If the modular ratio is 'm', stress ratio in steel and concrete is 'r', then the critical neutral axis constant 'k' is given by -

;fn ekWM;wyj vuqikr 'm' gS] daØhV ,oa bLikr esa izfrcy vuqikr 'r' gS] rks Økafrd mnklhu v{k fu;rkad 'k' bl izdkj izkIr gksxk
If σ_s is the stress in bar and τ_bd is the design bond stress, then the development length of a bar of diameter Φ is given by -
The factored loads at the limit state of collapse for DL + LL, DL + WL and DL + LL + WL combinations , according to IS: 456 - 2000 are respectively -

IS : 456 - 2000 ds vuqlkj DL + LL, DL + WL rFkk DL + LL + WL ds la;kstuksa ds fy,] fuikr dh lhek&voLFkk ij xq.kd Hkkj Øe'k% D;k gS\
In limit state method of design, for HYSD bars the values of bond stress shall be -

HYSD NM+ksa ds fy, fMtkbu dh lhek&voLFkk fof/k esa tdM+&izfrcy dk eku dSlk gks tk,xk\
The tensile strength of concrete in flexure as per IS : 456 is -

IS : 456 ds vuqlkj vkueu esa daØhV dk ruu lkeF;Z gksrk gS&

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