tag:blogger.com,1999:blog-21041634944855978222024-03-14T01:36:54.878-07:00Civil Engineering Exams Gurutechtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.comBlogger116125tag:blogger.com,1999:blog-2104163494485597822.post-14918224448644467562018-06-06T10:36:00.000-07:002018-06-10T22:04:16.222-07:00Fluid Mechanics: Top questions based on experience <div dir="ltr" style="text-align: left;" trbidi="on">
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In this section of fluid mechanics we covered almost each chapter according to SSC JE/ Other state civil engineering exams point of view, So if you have any queries regarding this article than you can drop a message in our email id : civilexamsguru.com</div>
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RCC Book: Best suitable for deep study :</div>
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1: <a data-ft="{"tn":"-U"}" data-lynx-mode="asynclazy" data-lynx-uri="https://l.facebook.com/l.php?u=http%3A%2F%2Famzn.to%2F2iMfgUj&h=ATMFdbChS_H2xZ51355I9p7cYPTjZpCTc9gdcqXnsd-aNLZ2B5OCF7r2LrvqDRpgiVxw7NFHxBGju2b0bIreSeX7zo4QKzkLmWMKHo0Elkl7aVD7FEPrsRLd76JgFL_j0G8zppbPMEZs8WOC3PkrC6fm" href="http://amzn.to/2iMfgUj" rel="nofollow" style="color: #365899; cursor: pointer; font-family: inherit;" target="_blank">http://amzn.to/2iMfgUj</a> (Reinforced Concrete Design - Third Edition ) by Devdas Menon (Author), S. Pillai (Author)</div>
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techtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-74713026785378862992018-01-13T11:56:00.000-08:002018-01-13T11:56:36.739-08:00Fluid Mechanics Crash Course PDF For SSC JE <div dir="ltr" style="text-align: left;" trbidi="on">
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<br />
<span style="font-size: large;"><br /></span>
<span style="font-size: large;">Here In this section we covered almost full syllabus of Fluid Mechanics</span><br />
<span style="font-size: large;"><br /></span>
<span style="font-size: large;">which is designed specially for SSC JE exam point of view</span><br />
<span style="font-size: large;"><br /></span>
<span style="font-size: large;">You can try numerical based questions by your own</span><br />
<br />
<br />
<span style="font-size: large;">Fluid Mechanics PDF</span><br />
<span style="font-size: large;"><a href="https://drive.google.com/open?id=1cf-pZl1YDEH44aQCH3e02LHVbgnE_-Is" target="_blank">Click Here To Download The PDF</a></span><br />
<span style="font-size: large;"><br /></span>
<span style="font-size: large;"><br /></span>
<span style="font-size: large;">Thank you</span><br />
<span style="font-size: large;">ALL THE BEST for Your Upcoming Exams</span></div>
techtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-20525345721219618512017-10-26T09:59:00.002-07:002017-10-28T12:05:44.398-07:00SSC JE : CIVIL ENGINEERING : 2015 QUESTION PAPER WITH ANSWER <div dir="ltr" style="text-align: left;" trbidi="on">
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techtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-18964776405743425842017-10-26T08:57:00.002-07:002017-10-26T09:39:35.531-07:00SSC JE : CIVIL ENGINEERING : 2016 : ALL SETS WITH ANSWER<div dir="ltr" style="text-align: left;" trbidi="on">
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<br />
<br />
<br />
<br />
<h2 style="text-align: left;">
<b> </b></h2>
<h2 style="text-align: left;">
<b>Click on the link to download the pdf file :</b></h2>
<br />
<br />
<h3 style="text-align: left;">
<span style="color: yellow;"><span style="background-color: white;"> </span></span></h3>
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<span style="background-color: white;"><span style="color: yellow;"><a href="https://drive.google.com/file/d/0BzlPhW-FLc1bdVJTc2FjZmF5Nm8/view" target="_blank">SSC JE CIVIL ENGINEERING 2016 SET 1</a></span></span></div>
<div style="text-align: left;">
<br /></div>
<div style="text-align: left;">
<span style="background-color: white;"><span style="color: yellow;"><a href="https://drive.google.com/file/d/0BzlPhW-FLc1bY2RkOTVia201bXM/view" target="_blank">SSC JE CIVIL ENGINEERING 2016 SET 2</a> </span></span></div>
<div style="text-align: left;">
<br /></div>
<div style="text-align: left;">
<span style="background-color: white;"><span style="color: yellow;"><a href="https://drive.google.com/file/d/0BzlPhW-FLc1bZEtZVmN3WTN4Y2s/view" target="_blank">SSC JE CIVIL ENGINEERING 2016 SET 3</a> </span></span></div>
<div style="text-align: left;">
<span style="background-color: white;"><span style="color: yellow;"><br /></span></span></div>
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<span style="background-color: white;"><span style="color: yellow;"><br /><a href="https://drive.google.com/file/d/0BzlPhW-FLc1bbDc5c1pYMU1Eams/view" target="_blank">SSC JE CIVIL ENGINEERING 2016 SET 4</a></span></span></div>
<div style="text-align: left;">
<br /></div>
<div style="text-align: left;">
<span style="background-color: white;"><span style="color: yellow;"><a href="https://drive.google.com/file/d/0BzlPhW-FLc1bVE9QOHRuejNELU0/view" target="_blank">SSC JE CIVIL ENGINEERING 2016 SET 5</a> </span></span></div>
<div style="text-align: left;">
<br /></div>
<div style="text-align: left;">
<span style="background-color: white;"><span style="color: yellow;"><a href="https://drive.google.com/file/d/0BzlPhW-FLc1bdFpWMHAzWHlsbUk/view" target="_blank">SSC JE CIVIL ENGINEERING 2016 SET 6</a></span></span></div>
<div style="text-align: left;">
<br /></div>
<div style="text-align: left;">
<span style="background-color: white;"><span style="color: yellow;"><a href="https://drive.google.com/file/d/0BzlPhW-FLc1bdFpWMHAzWHlsbUk/view" target="_blank">SSC JE CIVIL ENGINEERING 2016 SET 7</a></span></span></div>
<div style="text-align: left;">
<br /></div>
<div style="text-align: left;">
<span style="background-color: white;"><span style="color: yellow;"><a href="https://drive.google.com/file/d/0BzlPhW-FLc1bcFdSc2lmVFdQRXM/view" target="_blank">SSC JE CIVIL ENGINEERING 2016 SET 8</a> </span></span></div>
<div style="text-align: left;">
<br /></div>
<br />
<span style="color: red;"><span style="background-color: yellow;"><br /></span></span></div>
techtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-36611267348703627002017-09-24T10:13:00.001-07:002018-05-07T02:59:09.762-07:00Fluid Mechanics MCQ : Previous Year's Questions With Answer<div dir="ltr" style="text-align: left;" trbidi="on">
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<br />
<br />
Q1: Pitot tube is used to measure : <b>(ISRO 2016)</b><br />
A: Discharge<br />
B: Pressure<br />
<span style="color: magenta;">C:Velocity</span><br />
D:Static Pressure<br />
<br />
<a name='more'></a><br />
<br />
<br />
Q2: For a floating body , if the metacenter lies below the center of gravity , the equilibrium is called<br />
A: Stable<br />
<span style="color: magenta;">B:Unstable</span><br />
C:Neutral<br />
D:None of the above<br />
<br />
<br />
Q3: The intel length of venturimeter is<br />
A: Is equal to the outlet length<br />
B: Is more than the outer length<br />
<span style="color: magenta;">C: Is less than the outlet length</span><br />
<br />
Q4: The depth of flow at which specific energy is minimum is called<br />
A: Normal depth<br />
<span style="color: magenta;">B: Critical Depth</span><br />
C: Alternate depth<br />
D: None of the above<br />
<br />
<br />
Q5: A floating body is stable only when ,<b> ( SSC 2015)</b><br />
A: M coincide with G<br />
B: B is above G<br />
C: M is below G<br />
<span style="color: magenta;">D: M is Above G</span><br />
<br />
<br />
Q6: Differential manometers are used for measunring<br />
A: Velocity at a point in a liquid<br />
B: Pressure at a point in a fluid<br />
<span style="color: magenta;">C: Difference of pressure between two points</span><br />
D: None of the above<br />
<br />
Q7:Harbor model are based on the following law: <b>( SSC 2015)</b><br />
<span style="color: magenta;">A: Froude Law</span><br />
B: Reylond's Law<br />
C: Stoke's Law<br />
D: Euler's Law <br />
<br />
Q8:Capillary rise is the phenomena that is attributed to the following property of fluid : <b>( SSC 2014)</b><br />
A: Viscosity<br />
B: Density<br />
C: Vapour pressure<br />
<span style="color: magenta;">D: Surface Tension </span><br />
<br />
<br />
<span style="color: magenta;"><span style="color: black;">Q9: The value of Cv for sharp edged orifice is generally : <b>(SSC 2014)</b></span></span><br />
<span style="color: magenta;">A: 0.98</span><br />
<span style="color: magenta;"><span style="color: black;">B:0.95</span></span><br />
<span style="color: magenta;"><span style="color: black;">C: 0.97</span></span><br />
<span style="color: magenta;"><span style="color: black;">D:0.92 </span></span><br />
<span style="color: magenta;"><span style="color: black;"><br /></span></span>
<span style="color: magenta;"><span style="color: black;">Q10: The pressure of a liquid measured with the help of piezometer tube is: <b>(ISRO 2016)</b></span></span><br />
<span style="color: magenta;"><span style="color: black;">A: Vacuum pressure </span></span><br />
<span style="color: magenta;"><span style="color: black;">B: Atmospheric pressure </span></span><br />
<span style="color: magenta;"><span style="color: black;"><span style="color: magenta;">C: Gauge pressure</span> </span></span><br />
<span style="color: magenta;"><span style="color: black;">D: Absolute pressure </span></span><br />
<br />
<span style="color: magenta;"><span style="color: black;"> Q11: A body floating in a liquid is said to be in a neutral equilibrium , if its metacenter <b>( ISRO 2016)</b></span></span><br />
<span style="color: magenta;">A: Coincide with its centre of gravity</span><br />
<span style="color: magenta;"><span style="color: black;">B: Lies above its centre of gravity</span></span><br />
<span style="color: magenta;"><span style="color: black;">C: Lies below Its centre of gravity </span></span><br />
<span style="color: magenta;"><span style="color: black;">D: Lies between the center of buoyancy and center of gravity </span></span><br />
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<br />
<span style="color: magenta;"><span style="color: black;">Q12: In open channel flow , the specific energy is the <b>( ISRO 2016)</b></span></span><br />
<span style="color: magenta;"><span style="color: black;">A: Total energy per unit discharge </span></span><br />
<span style="color: magenta;"><span style="color: black;"><span style="color: magenta;">B: Total energy measured with respect to the datum passing through the bottom of the channel</span> </span></span><br />
<span style="color: magenta;"><span style="color: black;">C: Total energy measured above the horizontal datum</span></span><br />
<span style="color: magenta;"><span style="color: black;">D: Kinetic energy plotted above the free surface of water</span></span><br />
<br />
<span style="color: magenta;"><span style="color: black;">Q13: A triangular notch is more accurate measuring device than a rectangular notch <b>( UJVNL 2015 (AE))</b></span></span><br />
<span style="color: magenta;"> A: For low flow rates </span><br />
<span style="color: blue;">(Answer description: A triangular notch gives more accurate results for low discharges than rectangular notch)</span><br />
<span style="color: magenta;"><span style="color: black;">B: For medium flow rates</span></span><br />
<span style="color: magenta;"><span style="color: black;">C:For high flow rates</span></span><br />
<span style="color: magenta;"><span style="color: black;">D:For all flow rates </span></span><br />
<br />
<span style="color: magenta;"><span style="color: black;">Q14: In a fluid flow , the line of constant peizometric head passes through two point which have the same </span></span><br />
<span style="color: magenta;"><span style="color: black;"><b>( UJVNL 2015 (AE))</b></span></span><br />
<span style="color: magenta;"><span style="color: black;">A: Elevation</span></span><br />
<span style="color: magenta;">B: Velocity <span style="color: blue;">(Because: according to burnoulli's equation the sum of peizometer head and velocity head remains constant ) </span></span><br />
<span style="color: magenta;"><span style="color: black;">C: Pressure </span></span><br />
<span style="color: magenta;"><span style="color: black;">D:Velocity potential </span></span><br />
<span style="color: magenta;"><span style="color: black;"><span style="background-color: white;"><span style="color: yellow;"><br /></span></span></span></span>
<span style="color: red;"><span style="background-color: white;"><b><span style="font-family: "verdana" , sans-serif;"><br /></span></b></span></span>
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techtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.comtag:blogger.com,1999:blog-2104163494485597822.post-69582483513148006212017-09-23T09:12:00.001-07:002018-06-07T07:30:43.596-07:00Viscosity With Exams Based MCQ IMP for GATE , SSC JE , PSU<div dir="ltr" style="text-align: left;" trbidi="on">
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<span style="color: blue;"><br /></span>
<span style="color: blue;"><br /></span>
<span style="color: blue;">Viscosity
: It is the property of the fluid which opposes the relative motion
between the two surfaces of the fluid in a fluid that are moving a
different velocity.</span><br />
<br />
Viscosity can be two types:<br />
<br />
1: Dynamic Viscosity Or Absolute Viscosity Or Coefficient of Viscosity or Viscosity <br />
<br />
2: Kinematic Viscosity ( This is imaginary not really present in real life)<br />
<br />
The main difference between Dynamic viscosity and Kinematic Viscosity is:<br />
<span style="color: magenta;"><br /></span>
<span style="color: magenta;">Dynamic
Viscosity: One way is to measure a fluid's resistance to flow when an
external force is applied , This is Dynamic viscosity , always it is
used for practical purpose.</span><br />
<span style="color: magenta;"><br /></span>
<span style="color: magenta;"><br /></span>
<span style="color: magenta;">Units: SI : N.S/ m2</span><br />
<span style="color: magenta;"><br /></span>
<span style="color: magenta;">C.G.S Unit: Dyne-Sec/ Cm2 ( It is also called Poise)</span><br />
<span style="color: magenta;"><br /></span>
<span style="color: magenta;">M.K.S. Unit: Kgf-Sec/ m2</span><br />
<br />
<br />
<span style="color: red;">Kinematic
Viscosity: The other way is to measure the resistive flow of a fluid
under the weight of gravity , the result is kinematic vicosity . Do not
use it by your own, until there is no mention of particulate word
(Kinematic Viscosity) in numerical .</span><br />
<span style="color: red;"><br /></span>
<span style="color: red;">Units: SI : m2/s</span><br />
<span style="color: red;"><br /></span>
<span style="color: red;">CGS unit: cm2/sec ( It is called stoke )</span><br />
<span style="color: red;"><br /></span>
<span style="color: red;">M.K.S =m2/Sec</span><br />
<span style="color: red;"><br /></span>
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<span style="background-color: cyan;">IMP Point:-</span><br />
<br />
<span style="background-color: cyan;">Two
fluid that have the same Dynamic viscosity can have different kinematic
viscosity This is due to kinematic viscosity dependent on the density
of the fluid , density is not a factor with Dynamic viscosity<span style="color: red;"> .</span></span><br />
<span style="background-color: magenta;"><span style="color: yellow;"><br /></span></span>
<span style="background-color: magenta;"><span style="color: yellow;">Some Other Key Points regarding Viscosity</span></span>: <br />
<br />
<br />
1: The dynamic viscosity of pure water at 20 degree Celsius is 0.01 poise or 1 centi poise<br />
<br />
2:
The viscosity of fluid decreases with increasing the temperature (
Because fluid has a tendency to flow in stream line in most of the cases
, when velocity of flow is low)<br />
<br />
3: The viscosity of
gases increases with increasing the temperature ( REASON: when we heat
the gases then gas molecules travel in zig zag motion, so the momentum
of gases particles increases and they generate high shear stress due to
high momentum)<br />
<br />
4: Water has higher viscosity than Mercury.<br />
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<span style="background-color: cyan;"><span style="color: red;"><u><span style="font-size: large;"> Now test youself : MCQ : based on Viscosity:</span></u></span></span><br />
<br />
Q1: Poise is the C.G.S unit of: <br />
<span style="background-color: magenta;"><span style="color: magenta;"><span style="background-color: white;">A: Viscosity</span></span></span><br />
B: Kinematic Viscosity<br />
C: Surface Tension<br />
D: Capillary <br />
<br />
<br />
Q2: C.G.S unit of Kinematic Viscosity is:<br />
A: Newton-Sec<br />
<span style="color: magenta;">B: Stoke </span><br />
C: Dyne<br />
D: Poise<br />
<br />
Q3: The increase of the temperature :<br />
A: Increase the viscosity of liquid<br />
<span style="color: magenta;">B Increase the viscosity of gases </span><br />
C: Decrease the viscosity of gases<br />
D: No effect <br />
<br />
<br />
Q4: Newton law of viscosity states that :<br />
<br />
A: shear stress is directly proportional to the velocity<br />
B: Shear stress is directly proportional to velocity<br />
<span style="color: magenta;">C: shear stress is directly proportional to rate of shear strain</span><br />
D: Shear stress is directly proportional to the viscosity<br />
<br />
Q5: Which has higher viscosity : A : Mercury, <span style="color: magenta;">B: Water </span><br />
<br />
<span style="color: magenta;"><span style="color: black;"><span class="after_question" style="float: left; margin-top: 10px;">Q6: </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;">What measures a material's resistance to flow? </span>
</span></span><br />
<span style="float: left; padding-right: 21px;"> </span><span style="float: left; padding-right: 21px;"> </span><span style="color: magenta;"> </span><br />
<br />
<br />
A: Matter , B: Volume<span style="color: magenta;"> C: Viscosity</span>, D: Surface Tension<br />
<span class="after_question" style="float: left; margin-top: 10px;">Q7: When friction increases what else increases?</span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; 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margin-top: 10px;"><br /></span><span class="after_question" style="float: left; margin-top: 10px;"><br /></span><span class="after_question" style="float: left; margin-top: 10px;"><br /></span><span class="after_question" style="float: left; margin-top: 10px;"><br /></span><span class="after_question" style="float: left; margin-top: 10px;"><br /></span><span class="after_question" style="float: left; margin-top: 10px;"><br /></span><span class="after_question" style="float: left; margin-top: 10px;"><br /></span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; 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<h2 style="text-align: left;">
<span class="after_question" style="float: left; margin-top: 10px;"> <b><u><span style="color: red;">BEST BOOK FOR FLUID MECHANICS BY R.K. Bansal : Basic and conceptual :</span></u> <a href="https://amzn.to/2HXQj3O" target="_blank">https://amzn.to/2HXQj3O</a><span style="color: blue;"></span></b></span></h2>
<span class="after_question" style="float: left; margin-top: 10px;"> </span><span class="after_question" style="float: left; margin-top: 10px;"> </span></div>
techtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-9538371688262281422017-04-09T01:32:00.001-07:002018-06-10T21:58:05.401-07:00Interviews and Exams questions : ALL About Cement <div dir="ltr" style="text-align: left;" trbidi="on">
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1: Name the component that responsible for early strength of concrete:</div>
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Ans: C3S ( Tri Calcium silicate ) , that react with water and produces more heat of hydration is responsible for early strength of concrete.</div>
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2: Which compound contribute to the later strength of concrete ?</div>
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Ans: C2S ( Di Calcium silicate ) that hydrates slowly , contribute to the later strength of concrete .</div>
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<span style="background-color: blue; color: yellow; font-size: large;">3: After how many days , the compressive strength developed by C3S and C2S are equal .</span></div>
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<span style="background-color: blue; color: yellow; font-size: large;">Ans: ONE year </span></div>
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<span style="background-color: white;">4:For road rapid work which type of cement is recommended :</span></div>
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<span style="background-color: white;">Ans: Rapid hardening cement</span></div>
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<span style="background-color: white;">5: In how many days , about 50% of the total heat evolution occurs.</span></div>
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<span style="background-color: white;">Ans: During the first 3 days of hydration </span></div>
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<span style="background-color: white;">6:Which oxides are responsible for high early strength of cement ?</span></div>
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<span style="background-color: white;">Ans: High total alumina and high ferric oxide content favour the production of high early strength in cement</span></div>
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<span style="background-color: yellow;"><span style="color: red;">Compounds : When components of cements added up with water than they called compound in simple language ..</span></span></h4>
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<span style="background-color: yellow; color: red;"><br />Tricalcium Silicate (C3S) hardens rapidly and is largely responsible for initial set and early strength.</span></h4>
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<span style="color: cyan;"><span style="background-color: #fce5cd;"><br /></span><span style="background-color: magenta;">In general, the early strength of portland cement concrete is higher with increased percentages of C3S.</span></span></h3>
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<span style="background-color: magenta; color: cyan;">Dicalcium Silicate (C2S) hardens slowly and contributes largely to strength increases at ages beyond 7 days.</span></h3>
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<span style="background-color: yellow; color: red;"><br />Tricalcium Aluminate (C3A) liberates a large amount of heat during the first few days of hardening and, together with C3S and C2S may somewhat increase the early strength of the hardening cement (this effect being due to the considerable heat of hydration that this compound evolves). It does affect set times.</span></h4>
<h4 style="text-align: left;">
<span style="color: red;"><br /><span style="background-color: yellow;">Tetracalcium Aluminoferrite (C4AF) contributes very slightly to strength gain. However, acts as </span></span><span style="background-color: yellow;"><span style="color: red;">a flux during manufacturing. Contributes to the color effects that makes cement gray.aakes cement gray.</span></span></h4>
<h3 style="text-align: left;">
<span style="background-color: yellow;"><b><u>Compounds by percentage :</u></b></span></h3>
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<span style="color: yellow;"><br /><span style="background-color: magenta;"><u>Role of compounds on properties of cement : MOST IMP</u></span></span></h2>
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<h2>
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techtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-78593733908879480182017-04-08T06:31:00.004-07:002017-04-08T06:31:56.932-07:00TOP 7 : STEEL STRUCTURE <div dir="ltr" style="text-align: left;" trbidi="on">
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1: With percentage increase of carbon in steel , decreases its<br />
A: Strength <br />
B: Hardness<br />
C: Brittleness<br />
<span style="background-color: red;"><span style="color: yellow;">D: Ductility </span></span><br />
<span style="background-color: red;"><span style="color: yellow;"><br /></span></span>
<span style="background-color: white;">2:</span><span style="background-color: white;">Poisson's ratio for steel within elastic limit , ranges from</span><br />
<span style="background-color: white;">A: 0.15 TO 0.20</span><br />
<span style="background-color: white;">B: 0.25 TO 0.24</span><br />
<span style="background-color: red; color: yellow;">C: 0.25 TO 0.33</span><br />
<span style="background-color: white;">D: 0.33 TO 0.35</span><br />
<span style="background-color: white;"><br /></span>
<span style="background-color: white;">3: The slenderness ratio of a column is zero when its length </span><br />
<span style="background-color: white;">A: IS ZERO</span><br />
<span style="background-color: white;">B: IS EQUAL TO ITS RADIUS OF GYRATION</span><br />
<span style="background-color: white;">C: IS SUPPORTED ON ALL SIDES THROUGHOUT ITS LENGTH</span><br />
<span style="background-color: red;"><span style="color: yellow;">D: IS BETWEEN THE POINTS OF ZERO MOMENTS</span></span><br />
<span style="background-color: red;"><span style="color: yellow;"><br /></span></span>
<span style="background-color: white;">4:Maximum permissible slenderness ratio of compression members which carry dead and superimposed load, is</span><br />
<span style="background-color: white;">A:350</span><br />
<span style="background-color: white;">B:250</span><br />
<span style="background-color: red; color: yellow;">C:180</span><br />
<span style="background-color: white;">D:80</span><br />
<span style="background-color: white;"><br /></span>
<span style="background-color: white;">5:The effective length of a weld, is taken as the actual length</span><br />
A: Minus the size of weld<br />
<span style="background-color: red;"><span style="color: yellow;">B: Minus twice the size of weld</span></span><br />
C: Plus the size of weld<br />
D: Plus twice the size of weld<br />
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6:A beam is defined as a structural member subjected to<br />
A: Axial loading<br />
<span style="background-color: red;"><span style="color: yellow;">B:Transverse loading</span></span><br />
C: Axial and transverse loading<br />
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7:The best compression member section for column is:<br />
A: Single angle section<br />
B: Double angle section<br />
C: Channel section<br />
<span style="background-color: red;"><span style="color: yellow;">D: I-section</span></span><br />
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techtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-5228087474239058242017-04-08T00:14:00.001-07:002017-04-08T00:14:44.273-07:00Los Angeles Abrasion Test , Why and How To Perform <div dir="ltr" style="text-align: left;" trbidi="on">
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<b><u><span style="font-family: "calibri" , "sans-serif"; font-size: 16pt;">LOS ANGELES ABRASION TEST:<o:p></o:p></span></u></b></div>
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<span style="background-color: lime;"><span style="color: red;"><span style="font-size: large;">This is hardness test for aggregates, used in </span><span style="font-family: "calibri" , sans-serif;"><span style="font-size: 21.3333px;">Laboratory<b> </b></span></span><span style="font-size: large;"><b> </b>to determine the hardness value or abrasion value </span></span></span></div>
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<u><span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;">APPARATUS :<o:p></o:p></span></u></div>
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<span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;"> </span><span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;">Los Angeles Abrasion Testing Machine ,<u><o:p></o:p></u></span></div>
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<span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;">Abrasive Charge – Cast iron or steel balls ,<br />Test sieve – 1.70 mm IS sieve ,<o:p></o:p></span></div>
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<span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;"> Balance of capacity 10 kg , Oven , Tray<o:p></o:p></span></div>
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<span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;">The aggregate used in surface course of the highway pavements are subjected to wearing due to movement of traffic. </span><br />
<span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;"><br /></span><span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;">When vehicles move on the road, the soil particles present between the pneumatic tyres and road surface cause abrasion of road aggregates. </span><br />
<span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;"><br /></span><span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;">The steel reamed wheels of animal driven vehicles also cause considerable abrasion of the road surface. </span><br />
<span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;"><br /></span><span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;">Therefore, the road aggregates should be hard enough to resist abrasion. </span><br />
<span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;"><br /></span><span style="background-color: yellow; color: red; font-family: "calibri" , "sans-serif"; font-size: 14pt;">The principle of Los Angeles abrasion test is to produce abrasive action by use of standard steel balls which when mixed with aggregates and rotated in a drum for specific number of revolutions also causes impact on aggregates. </span><br />
<span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;"><br /></span><span style="background-color: orange; font-family: "calibri" , sans-serif; font-size: 14pt;"><span style="color: red;">The percentage wear of the aggregates due to rubbing with steel balls is determined and is known as Los Angeles Abrasion Value.</span></span></div>
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<u><span style="background-color: cyan; color: red; font-family: "calibri" , "sans-serif"; font-size: 14pt;">Key point of los angles test:<o:p></o:p></span></u></div>
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<span style="background-color: cyan; color: red; font-family: "calibri" , "sans-serif"; font-size: 14pt;">Rotate the machine at a speed of 30 – 33 revolutions per minute. The number of revolutions is 500 for grading A, B, C & D and 1000 for grading E, F & G. The machine should be<o:p></o:p></span></div>
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<span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;"><span style="background-color: cyan; color: red;">5 kg of sample for grading A, B, C & D and 10 kg for grading E, F & G</span><o:p></o:p></span></div>
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<u><span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;">THE CALCULATION PART:<o:p></o:p></span></u></div>
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<span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;">Original weight of aggregate sample = W1 g<o:p></o:p></span></div>
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<span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;">Weight of aggregate sample retained = W2 g<o:p></o:p></span></div>
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<span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;">Weight passing 1.7mm IS sieve = W1 - W2 g<o:p></o:p></span></div>
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<span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;">Los Angeles Abrasion Value = (W1 - W2) / W1 X 100<o:p></o:p></span></div>
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<a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjpQF-OKcIIPPGPb3F__mPAlGYxw6-A7a8ssuyPf39ftn8V0QCSPEZoyhc2yOz7y0wu_UrK7hy1x-yXNcXIxEiHVggbmM0OTi396wZXwyW4g96qVMnk5Qv2fpTbROEtsF-9oQaOF-Vopkc/s1600/pavement-materialsaggregates-21-638.jpg" imageanchor="1" style="margin-left: 1em; margin-right: 1em;"><img border="0" height="480" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjpQF-OKcIIPPGPb3F__mPAlGYxw6-A7a8ssuyPf39ftn8V0QCSPEZoyhc2yOz7y0wu_UrK7hy1x-yXNcXIxEiHVggbmM0OTi396wZXwyW4g96qVMnk5Qv2fpTbROEtsF-9oQaOF-Vopkc/s640/pavement-materialsaggregates-21-638.jpg" width="640" /></a></div>
<span style="font-family: "calibri" , "sans-serif"; font-size: 14pt;"><br /></span><span style="color: blue; font-family: "calibri" , "sans-serif"; font-size: large; mso-ascii-theme-font: minor-latin; mso-hansi-theme-font: minor-latin;">Los angeles abrasion value should lies in below given range for different types of roads</span><br />
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<span style="background-color: cyan; font-family: "calibri" , "sans-serif"; font-size: 14pt;">Types of pavement layers Max. Permissible Abrasion Value in %</span><br />
<span style="background-color: cyan; font-family: "calibri" , "sans-serif"; font-size: 14pt;"><br /></span><span style="background-color: cyan; font-family: "calibri" , "sans-serif"; font-size: 14pt;">1:WBM , SUB BASE COURSE 60%</span><br />
<span style="background-color: cyan; font-family: "calibri" , "sans-serif"; font-size: 14pt;"><br /></span><span style="background-color: cyan; font-family: "calibri" , "sans-serif"; font-size: 14pt;">2:WBM BASE COURSE WITH BITUMEN SURFACE 50%</span><br />
<span style="background-color: cyan; font-family: "calibri" , "sans-serif"; font-size: 14pt;"><br /></span><span style="font-family: "calibri" , sans-serif;"><span style="background-color: cyan; font-size: 18.6667px;">3: BITUMEN BOUND MACADAM 50%</span></span><br />
<span style="font-family: "calibri" , sans-serif;"><span style="background-color: cyan; font-size: 18.6667px;"><br /></span></span><span style="font-family: "calibri" , sans-serif;"><span style="background-color: cyan; font-size: 18.6667px;">4:WBM SURFACING COURSE 40%</span></span><br />
<span style="font-family: "calibri" , sans-serif;"><span style="background-color: cyan; font-size: 18.6667px;"><b><br /></b></span></span><span style="background-color: cyan;"><b>5: BITUMINOUS PENETRATION MACADAM 40%</b></span><br />
<span style="background-color: cyan;"><b><br /></b></span><span style="background-color: cyan;"><b>6:BITUMINOUS SURFACING DRESSING CEMENT</b></span><br />
<span style="background-color: cyan;"><b> CONCRETE SURFACING COURSE 35%</b></span><br />
<span style="background-color: cyan;"><b><br /></b></span><span style="background-color: cyan;"><b>7:BITUMINOUS CONCRETE SURFACING COURSE 30%</b></span></div>
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techtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-67454018613699357572017-04-06T23:31:00.003-07:002017-04-06T23:40:53.665-07:00TOP RCC QUESTIONS PART 2<div dir="ltr" style="text-align: left;" trbidi="on">
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12: The percentage of minimum reinforcement of the gross sectional area in slabs is:<br />
A: 0.10%<br />
B:0.12%<br />
<span style="background-color: red;"><span style="color: yellow;">C:0.15%</span></span><br />
D:0.18%<br />
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13: The amount of reinforcement for main bars in a slab is based upon:<br />
A: Minimum bending moment<br />
<span style="background-color: red;"><span style="color: yellow;">B: Maximum bending moment</span></span><br />
C:Maximum shear force<br />
D: Minimum shear force<br />
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14: In under reinforced singly reinforced beam , concrete crushes at its maximum strain<br />
<span style="background-color: yellow;"><span style="background-color: red; color: yellow;">A: 0.35 %</span></span><br />
B: 0.24%<br />
C: 0.30%<br />
D:0.20%<br />
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15: The maximum area of tension reinforcement in beams shall not exceed<br />
A:0.15%<br />
B:1.5%<br />
<span style="background-color: yellow;"><span style="color: red;">C:4%</span></span><br />
D:1%<br />
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<span style="color: purple; font-size: large;">16: A raft foundation is provided if its area exceeds the plan area of the building by: 50%</span><br />
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<span style="color: purple; font-size: large;">17: For a number of columns constructed in a row , the type of foundation provided is: Strip </span><br />
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<span style="color: purple; font-size: large;">18 : As per IS :456, the reinforcement in a column should not be less than : 0.7 % and more than 7% of cross sectional area</span><br />
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techtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-76505344546978321512017-04-06T22:43:00.003-07:002017-04-06T23:15:32.682-07:00TOP 11 RCC Questions <div dir="ltr" style="text-align: left;" trbidi="on">
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<span style="font-family: "georgia" , "times new roman" , serif;">1:The column is regarded as long column if the ratio of its effective length and lateral dimension , exceeds :</span><br />
<span style="font-family: "georgia" , "times new roman" , serif;">A: 10</span><br />
<span style="background-color: yellow; color: red; font-family: "georgia" , "times new roman" , serif;">B:15</span><br />
<span style="font-family: "georgia" , "times new roman" , serif;">C:20</span><br />
<span style="font-family: "georgia" , "times new roman" , serif;">D:35</span><br />
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<span style="font-family: "georgia" , "times new roman" , serif;">2:The weight of foundation is assumed as?</span><br />
<span style="font-family: "georgia" , "times new roman" , serif;"><br /></span>
<span style="font-family: "georgia" , "times new roman" , serif;">A: 5% OF WALL WEIGHT </span><br />
<span style="font-family: "georgia" , "times new roman" , serif;">B: 7% OF WALL WEIGHT </span><br />
<span style="background-color: yellow;"><span style="color: red; font-family: "georgia" , "times new roman" , serif;">C: 10% OF WALL WEIGHT</span></span><br />
<span style="font-family: "georgia" , "times new roman" , serif;">D: 12 % OF WALL WEIGHT</span><br />
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<span style="font-family: "georgia" , "times new roman" , serif;">3:The shear reinforcenent in R.C.C. is provided to resist</span><br />
<span style="font-family: "georgia" , "times new roman" , serif;">A: VERTICAL SHEAR </span><br />
<span style="font-family: "georgia" , "times new roman" , serif;">B: HORIZONTAL SHEAR </span><br />
<span style="font-family: "georgia" , "times new roman" , serif;">C: DIAGONAL COMPRESSION</span><br />
<span style="background-color: yellow; color: red; font-family: "georgia" , "times new roman" , serif;">D: DIAGONAL TENSION </span><br />
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<span style="color: magenta; font-size: large;"><b>4: An R.C.C.column is treated as short column if its slenderness ratio is less than: 50 ( Most IMP)</b></span><br />
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<span style="color: magenta; font-size: large;"><b>5: An R.C.C.column is treated as long column if its slenderness ratio is greater than: 50 (Most IMP)</b></span><br />
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6: As per I.S. 456-1978, the PH value of water shall be:<br />
A: Less than 6<br />
B: Equal to 6<br />
<span style="background-color: yellow; color: red;">C: Note less than 6</span><br />
D:Equal to 7<br />
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<span style="background-color: yellow; color: blue; font-size: large;">7:The maximum area of tension reinforcement in beams shall not exceed : 4%</span><br />
<span style="background-color: yellow; color: blue; font-size: large;"><br /></span>
<span style="background-color: yellow; color: blue; font-size: large;">8: The steel generally used in RCC work : Mildsteel </span><br />
<span style="background-color: yellow; color: blue; font-size: large;"><br /></span>
<span style="background-color: yellow; color: blue; font-size: large;">9: The diameter of main bars in RCC columns , shall not be less than : 12 mm</span><br />
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10: The characteristic strength of concrete is usually referred to:<br />
A: 5 Days cube strength<br />
B: 7 Days cube strength<br />
C: 21 Days cube strength<br />
<span style="background-color: yellow; color: red;">D: 28 Days cube strength</span><br />
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11: Thickness of slab is taken:<br />
A: 0.10d<br />
<span style="background-color: yellow; color: red;">B:0.20 d</span><br />
<span style="background-color: white;">C: 0.15d</span><br />
D:0.25d<br />
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techtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-558168420053848332017-04-04T00:01:00.002-07:002017-04-04T00:03:47.689-07:00Top 8 Most Asked Surveying Questions <div dir="ltr" style="text-align: left;" trbidi="on">
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1: When the contours intermix i.e. unite at a place that place is known as:</div>
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A: Cliff , <span style="background-color: red;"><span style="color: yellow;">B: Over hanging cliff </span></span> C: Ridge D: Valley</div>
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2: Two contours of different elevations do not cross each other except in case of a :</div>
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A: Cliff B: Ridge <span style="background-color: red;"><span style="color: yellow;">C: Overhanging Cliff </span></span> D: Valley </div>
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3:The Limiting length of an Offset should be:</div>
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A: 5 m <span style="background-color: red;"><span style="color: yellow;"> B: 15m </span></span> C:30m D: 50 m</div>
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4:In levelling the correction for curvature ( in meters ) is equal to:</div>
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A: 0.00785 Square of D , B: 0.0785 Square of D , C: 0.0112 Square of D , <span style="color: yellow;"> <span style="background-color: red;"> D:0.0673 Square of D</span></span></div>
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<span style="color: yellow;"><span style="background-color: red;"><br /></span></span></div>
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Where D is distance from the level to the staff reading in meters</div>
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5: The vertical distance between two consecutive contours is called: <span style="background-color: red;"><span style="color: yellow;">Contour Interval </span></span></div>
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<span style="background-color: white;">6: Reduced level of apoint is its elevatiob with refernce to :</span><span style="background-color: red; color: yellow;">Datum Level</span></div>
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<span style="background-color: white;">7:The error which is not completely eliminated in reciprocal levelling :</span><span style="background-color: red;"><span style="color: yellow;"> Error Due to Refraction</span></span><span style="background-color: white; color: yellow;">n</span><span style="background-color: white;"> </span></div>
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<span style="background-color: white;">8: THE first reading from a level station is:</span><span style="background-color: red; color: yellow;"> Back Sight</span></div>
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techtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-77640805894195092132016-12-18T12:23:00.002-08:002016-12-18T12:24:49.803-08:00Test for bricks <div dir="ltr" style="text-align: left;" trbidi="on">
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<a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhL0qWeoVXxh2W4JjyL9oTg_ivbT-XO1Zdt2QylsK6U-spKenIITs1IEaU67FrcOnERCiTGcR7c72TJpQq3962hHR3JV0Ivdg-MWNq0DB0IatDbcTjFIMPjDQMhh29X6HuT_q-PfTfsvyg/s1600/brick-masonry-27-638.jpg" imageanchor="1" style="color: #4183bf; margin: 0px 1em; outline: none; padding: 0px; text-decoration: none;"><span style="color: red; margin: 0px; padding: 0px;"><img border="0" height="480" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhL0qWeoVXxh2W4JjyL9oTg_ivbT-XO1Zdt2QylsK6U-spKenIITs1IEaU67FrcOnERCiTGcR7c72TJpQq3962hHR3JV0Ivdg-MWNq0DB0IatDbcTjFIMPjDQMhh29X6HuT_q-PfTfsvyg/s640/brick-masonry-27-638.jpg" style="border: none; height: auto; margin: 0px; max-width: 89%; padding: 0px;" width="640" /></span></a></div>
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<span style="margin: 0px; padding: 0px; text-decoration: underline;"><span style="margin: 0px; padding: 0px;"><strong style="margin: 0px; padding: 0px;">(1) Absorption</strong></span></span>:</div>
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<span style="color: magenta; margin: 0px; padding: 0px;">A brick is taken and it is weighed dry. It is then immersed in water for a period of 16 hours. It is weighed again and the difference in weight indicates the amount of water absorbed by the brick. It should not in exceed 20 per cent of weight of dry brick.</span></div>
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<span style="margin: 0px; padding: 0px;"><span style="margin: 0px; padding: 0px;"><span style="margin: 0px; padding: 0px;"><b><u>(2) Compressive/Crushing strength of Bricks:</u></b></span></span></span></div>
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<span style="background-color: yellow; margin: 0px; padding: 0px;"><span style="color: red; margin: 0px; padding: 0px;">The crushing strength of a brick is found out by placing it in a compression testing machine. It is pressed till it breaks. the minimum crushing or compressive strength of bricks is 3.50 N/mm2. </span></span><br />
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The bricks with crushing strength in between of 7 N/mm2 to 14 N/mm2 are graded as A and those having above 14 N/mm2 are graded as AA, </div>
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<b style="text-align: left; text-decoration: underline;">(3) Hardness test on bricks:</b></div>
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In this test, a scratch is made on brick surface with the help of a finger nail. If no impression is left on the surface, the brick is r sufficiently hard.</div>
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<span style="margin: 0px; padding: 0px;"><span style="margin: 0px; padding: 0px;"><span style="margin: 0px; padding: 0px;"><span style="font-family: "arial" , "helvetica" , sans-serif; margin: 0px; padding: 0px;"><u><b>(4) Presence of soluble salts:</b></u></span></span></span></span></div>
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<span style="font-family: "arial" , "helvetica" , sans-serif; margin: 0px; padding: 0px;">The soluble salts, if present in cause efflorescence on the surface of bricks. For finding out the presence of soluble salts in a brick, it is immersed in water for 24 hours. It is then taken out and allowed to dry in shade. The absence of grey or white deposits on indicates absence of soluble salts.</span></div>
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<a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgoBho_08Vwi8-xUCs6VAYoB6wMroT2iOcBef4jnuyYiJ7P1QulOzk9ztiXVTxgzxTFiEYp3AfVE1h0gv2dCjh1yC6jcX04F0yXHrhoOdJU9vo9VlrPrq4at7WVxgksAYZGH-64HH1n7nI/s1600/br.jpg" imageanchor="1" style="color: #4183bf; margin: 0px 1em; outline: none; padding: 0px; text-decoration: none;"><span style="color: red; margin: 0px; padding: 0px;"><img border="0" height="234" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgoBho_08Vwi8-xUCs6VAYoB6wMroT2iOcBef4jnuyYiJ7P1QulOzk9ztiXVTxgzxTFiEYp3AfVE1h0gv2dCjh1yC6jcX04F0yXHrhoOdJU9vo9VlrPrq4at7WVxgksAYZGH-64HH1n7nI/s640/br.jpg" style="border: none; height: auto; margin: 0px; max-width: 89%; padding: 0px;" width="640" /></span></a></div>
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<span style="font-family: "arial" , "helvetica" , sans-serif; margin: 0px; padding: 0px; text-align: left;">If the white deposits cover about 10 per cent surface, the efflorescence is said to be slight and it is considered as moderate, when the white deposits cover about 50 per cent of surface. If grey or white deposits are found on more than 50 per cent of surface, the efflorescence becomes heavy and it is treated as serious, when such deposits are converted into powdery mass.</span></div>
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<span style="margin: 0px; padding: 0px;"><span style="margin: 0px; padding: 0px;"><strong style="margin: 0px; padding: 0px;"><span style="font-family: "arial" , "helvetica" , sans-serif; margin: 0px; padding: 0px;"><u>(5) Shape and size:</u></span></strong></span></span></div>
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<span style="font-family: "arial" , "helvetica" , sans-serif; margin: 0px; padding: 0px;"><span style="color: #212121; margin: 0px; padding: 0px;">In this test, a brick is closely inspected. It should be of standard size and its shape should be truly rectangular with sharp edges. </span><span style="background-color: yellow; margin: 0px; padding: 0px;"><span style="color: red; margin: 0px; padding: 0px;">For this purpose, 20 bricks of standard size (190 mm x 90 mm x 90 mm) are selected at random and they are stacked lengthwise, along the width and along the height.</span></span></span></div>
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<span style="margin: 0px; padding: 0px;"><span style="margin: 0px; padding: 0px; text-decoration: underline;"><strong style="margin: 0px; padding: 0px;"><span style="font-family: "arial" , "helvetica" , sans-serif; margin: 0px; padding: 0px;">(6) Soundness test on brick:</span></strong></span></span></div>
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<span style="background-color: orange; font-family: "arial" , "helvetica" , sans-serif; margin: 0px; padding: 0px;">In this test, the <i style="margin: 0px; padding: 0px;">two </i>bricks are taken and they are struck with each other. </span><br />
<span style="background-color: orange; font-family: "arial" , "helvetica" , sans-serif; margin: 0px; padding: 0px;">The bricks should not break and a clear ringing sound should be produced.</span><br />
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<span style="font-family: "arial" , "helvetica" , sans-serif; margin: 0px; padding: 0px;">Other test can be perform but these 6 are the important once.</span></div>
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techtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-82985475253106068022016-11-16T00:55:00.005-08:002016-11-16T00:55:54.647-08:00Airports Authority of India - Job Details<div dir="ltr" style="text-align: left;" trbidi="on">
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<span style="box-sizing: border-box; font-weight: 700;">Eligibility : </span><span itemprop="educationRequirements" style="box-sizing: border-box; font-weight: 700;"><a href="https://www.freshersworld.com/bsc-jobs-vacancies/666620" style="background-color: transparent; box-sizing: border-box; color: #333333; text-decoration: none;" target="_blank">BSc</a><span style="box-sizing: border-box; font-weight: normal;">(Mathematics, Stati)</span>, <a href="https://www.freshersworld.com/jobs/category/mba-job-vacancies" style="background-color: transparent; box-sizing: border-box; color: #333333; text-decoration: none;" target="_blank">MBA/PGDM</a>, <a href="https://www.freshersworld.com/be-btech-jobs-vacancies/666616" style="background-color: transparent; box-sizing: border-box; color: #333333; text-decoration: none;" target="_blank">BE/B.Tech</a><span style="box-sizing: border-box; font-weight: normal;">(Auto, Civil, CSE, ECE, IT, Mechanical Engineering, Fire & Safety, Electrical)</span>, <a href="https://www.freshersworld.com/certificate-course-iti-jobs-vacancies/666603" style="background-color: transparent; box-sizing: border-box; color: #333333; text-decoration: none;" target="_blank">Certificate Course (ITI)</a><span style="box-sizing: border-box; font-weight: normal;">(EIE)</span>, <a href="https://www.freshersworld.com/jobs/category/diploma-job-vacancies" style="background-color: transparent; box-sizing: border-box; color: #333333; text-decoration: none;" target="_blank">Diploma</a><span style="box-sizing: border-box; font-weight: normal;">(Auto, Civil, Electrical, Mech)</span>, <a href="https://www.freshersworld.com/bcom-jobs-vacancies/666606" style="background-color: transparent; box-sizing: border-box; color: #333333; text-decoration: none;" target="_blank">B.Com</a>, <a href="https://www.freshersworld.com/ba-jobs-vacancies/666608" style="background-color: transparent; box-sizing: border-box; color: #333333; text-decoration: none;" target="_blank">BA</a><span style="box-sizing: border-box; font-weight: normal;">(Economics)</span></span></div>
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<span style="box-sizing: border-box; font-weight: 700;">Location : </span>Anywhere in India</div>
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<span style="box-sizing: border-box; font-weight: 700;">Last Date : </span>30 Nov 2016</div>
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<span itemprop="hiringOrganization" itemscope="" itemtype="http://schema.org/Organization" style="box-sizing: border-box; font-size: 16px; padding-left: 5px;"><span itemprop="name" style="box-sizing: border-box; font-size: 16px; padding-left: 5px;">Airports Authority of India</span> - Job Details</span></h4>
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<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;"><span style="box-sizing: border-box; font-weight: 700;">AAI/HR/01/Apprentices-17</span></span></div>
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<span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Apprentices </span></span><span style="box-sizing: border-box; font-family: verdana, geneva; font-size: x-small;"><span style="box-sizing: border-box; font-family: Verdana;">Jobs opportunity in Airports Authority of India</span></span></div>
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<span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Vacancy Details</span></span></div>
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<span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Total </span></span><span style="box-sizing: border-box;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;"><span style="box-sizing: border-box; font-weight: 700;">682 </span></span></span><span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Vacancies</span></span></div>
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<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Graduate Operations Management Apprentice : 100</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Graduate Corporate Planning & Management Services (CP & MS) Apprentice : 5</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Graduate IT Apprentice : 10</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Graduate Finance Apprentice : 116</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Graduate Civil Engg Apprentice : 44</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Engineering (Civil) Diploma Cadre : 59</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Graduate Electrical Engg Apprentice : 30</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Diploma Electrical Engg Apprentice : 36</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Graduate Fire Apprentice : 23</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Diploma Fire Apprentice : 46</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Graduate CNS Engg Apprentice : 62</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Diploma CNS Engg Apprentice : 70</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">ITI CNS Apprentice : 34</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">ITI Fitter Apprentice : 30</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">ITI Wireman Apprentice : 17</span></div>
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<span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">1. Graduate IT Apprentice</span></span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Qualification : B.E/ B.Tech (T/CSE) or Equivalent</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Stipend : Rs. 7,500/-</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">2. Graduate Operations Management Apprentice</span></span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Qualification : Science Graduate with MBA or Engineering Graduate in any discipline or Equivalent </span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Stipend : Rs. 7,500/-</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">3. Graduate Civil Engg Apprentice</span></span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Qualification : B.E/ B.Tech in Civil Engineering or Equivalent</span></div>
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<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Stipend : Rs. 7,500/-</span></div>
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<span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">4. Diploma Civil Engg Apprentice</span></span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Qualification : Diploma Civil Engineering or Equivalent</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Stipend : Rs. 6,000/-</span></div>
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<span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">5. Graduate Electrical Engg Apprentice</span></span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Qualification : B.E/ B.Tech in Electrical Engineering or Equivalent</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Stipend : Rs. 7,500/-</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">6. Diploma Electrical Engg Apprentice</span></span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Qualification : Diploma Electrical Engineering or Equivalent</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Stipend : Rs. 6,000/-</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">7. Graduate Finance Apprentice</span></span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Qualification : B.Com</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Stipend : Rs. 7,500/-</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">8. Graduate Fire Apprentice</span></span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Qualification : BE (Fire/ Automobile/ Mechanical) or Equivalent</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Stipend : Rs. 7,500/-</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">9. Diploma Fire Apprentice</span></span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Qualification : Diploma (Fire/ Automobile/ Mechanical) or Equivalent</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Stipend : Rs. 6,000/-</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">10. Graduate CP & MS Apprentice </span></span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Qualification : Graduate with Statistics/ Mathematics/ Operation Research/ Economics</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Stipend : Rs. 7,500/-</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">11. Graduate CNS Engg Apprentice</span></span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Qualification : B.E/ B.Tech in (Electronics/ Communication) or Equivalent</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Stipend : Rs. 7,500/-</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">12. Diploma CNS Engg Apprentice</span></span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Qualification : Diploma in (Electronics/ Communication) or Equivalent</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Stipend : Rs. 6,000/-</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">13. ITI CNS Apprentice</span></span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Qualification : ITI in Electronics/ Instrumentation/ Wireless</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">14. ITI Fitter Apprentice</span></span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Qualification : ITI Fitter</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">15. ITI Wireman Apprentice </span></span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Qualification : ITI Wireman</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;"><span style="box-sizing: border-box; font-weight: 700;">Stipend :</span> 70% of minimum wage of semi-skilled workers notified by the respective state or Union territory or Rs. 7,000/- , whichever is greater</span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box;"><span style="box-sizing: border-box; font-weight: 700;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Age Limit</span><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;"> : </span></span><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;">Age Limit for Apprentices will be minimum 18 years and maximum 24 years as on 31.12.2016 (Relaxable by 5 years for SC/ST, 3 years for OBC, for the posts reserved for them).</span></span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;"><span style="box-sizing: border-box; font-weight: 700;">Period of Apprenticeship Training :</span> 1 year (12 months).</span></span></div>
<div style="box-sizing: border-box; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box;"><span style="box-sizing: border-box; font-family: Verdana; font-size: x-small;"><span style="box-sizing: border-box; font-weight: 700;">Selection Methodology :</span> 1. Selections for engagement of Apprentices would be based on percentage (%) of marks in the qualifying examination.</span></span></div>
</div>
</div>
<div class="desc-font" style="box-sizing: border-box; font-size: 13px; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-weight: 700;">Hiring Process : </span>Written-test</div>
<div class="desc-font" style="box-sizing: border-box; font-size: 13px; margin-bottom: 3px; margin-top: 3px; padding: 0px;">
<span style="box-sizing: border-box; font-weight: 700;">Job Role: </span>Management Trainee</div>
</div>
</div>
Anonymoushttp://www.blogger.com/profile/17522286234244815347noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-49762445994083112622016-08-19T22:56:00.002-07:002016-08-19T23:25:57.915-07:00Rare Facts About Our Brain<div dir="ltr" style="text-align: left;" trbidi="on">
<ol style="border: 0px; font-family: Verdana, Geneva, sans-serif; font-size: 12px; font-stretch: inherit; font-variant-numeric: inherit; line-height: 20px; margin: 0px 0px 10px 30px; padding: 0px; vertical-align: baseline;">
<li style="border: 0px; font-family: inherit; font-size: inherit; font-stretch: inherit; font-style: inherit; font-variant: inherit; font-weight: inherit; line-height: inherit; margin: 0px; padding: 0px 0px 8px 10px; vertical-align: baseline;"><span style="background-color: white; color: red;"><strong style="border: 0px; font-family: inherit; font-size: inherit; font-stretch: inherit; font-style: inherit; font-variant: inherit; line-height: inherit; margin: 0px; padding: 0px; vertical-align: baseline;">The brain doesn’t feel pain</strong>: Even though the brain processes pain signals, the brain itself does not actually feel pain.</span></li>
<li style="border: 0px; font-family: inherit; font-size: inherit; font-stretch: inherit; font-style: inherit; font-variant: inherit; font-weight: inherit; line-height: inherit; margin: 0px; padding: 0px 0px 8px 10px; vertical-align: baseline;"><span style="background-color: white; color: red;"><strong style="border: 0px; font-family: inherit; font-size: inherit; font-stretch: inherit; font-style: inherit; font-variant: inherit; line-height: inherit; margin: 0px; padding: 0px; vertical-align: baseline;">Your brain has huge oxygen needs</strong>: Your brain requires 20 percent of the oxygen and calories your body needs — even though your brain only makes up two percent of your total body weight.</span></li>
<li style="border: 0px; font-family: inherit; font-size: inherit; font-stretch: inherit; font-style: inherit; font-variant: inherit; font-weight: inherit; line-height: inherit; margin: 0px; padding: 0px 0px 8px 10px; vertical-align: baseline;"><span style="background-color: white; color: red;"><strong style="border: 0px; font-family: inherit; font-size: inherit; font-stretch: inherit; font-style: inherit; font-variant: inherit; line-height: inherit; margin: 0px; padding: 0px; vertical-align: baseline;">80% of the brain is water</strong>: Instead of being relatively solid, your brain 80% water. This means that it is important that you remain properly hydrated for the sake of your mind.</span></li>
<li style="border: 0px; font-family: inherit; font-size: inherit; font-stretch: inherit; font-style: inherit; font-variant: inherit; font-weight: inherit; line-height: inherit; margin: 0px; padding: 0px 0px 8px 10px; vertical-align: baseline;"><span style="background-color: white; color: red;"><strong style="border: 0px; font-family: inherit; font-size: inherit; font-stretch: inherit; font-style: inherit; font-variant: inherit; line-height: inherit; margin: 0px; padding: 0px; vertical-align: baseline;">Your brain comes out to play at night</strong>: You’d think that your brain is more active during the day, when the rest of your body is. But it’s not. Your brain is more active when you sleep.</span></li>
<li style="border: 0px; font-family: inherit; font-size: inherit; font-stretch: inherit; font-style: inherit; font-variant: inherit; font-weight: inherit; line-height: inherit; margin: 0px; padding: 0px 0px 8px 10px; vertical-align: baseline;"><span style="background-color: white; color: red;"><strong style="border: 0px; font-family: inherit; font-size: inherit; font-stretch: inherit; font-style: inherit; font-variant: inherit; line-height: inherit; margin: 0px; padding: 0px; vertical-align: baseline;">Your brain operates on 10 watts of power</strong>: It’s true: The amazing computational power of your brain only requires about 10 watts of power to operate.</span></li>
<li style="border: 0px; font-family: inherit; font-size: inherit; font-stretch: inherit; font-style: inherit; font-variant: inherit; font-weight: inherit; line-height: inherit; margin: 0px; padding: 0px 0px 8px 10px; vertical-align: baseline;"><span style="background-color: white; color: red;"><strong style="border: 0px; font-family: inherit; font-size: inherit; font-stretch: inherit; font-style: inherit; font-variant: inherit; line-height: inherit; margin: 0px; padding: 0px; vertical-align: baseline;">A higher I.Q. equals more dreams</strong>: The smarter you are, the more you dream. A high I.Q. can also fight mental illness. Some people even believe they are smarter in their dreams than when they are awake.</span></li>
<li style="border: 0px; font-family: inherit; font-size: inherit; font-stretch: inherit; font-style: inherit; font-variant: inherit; font-weight: inherit; line-height: inherit; margin: 0px; padding: 0px 0px 8px 10px; vertical-align: baseline;"><span style="background-color: white; color: red;"><strong style="border: 0px; font-family: inherit; font-size: inherit; font-stretch: inherit; font-style: inherit; font-variant: inherit; line-height: inherit; margin: 0px; padding: 0px; vertical-align: baseline;">The brain changes shapes during puberty</strong>: Your teenage years do more than just change how you feel; the very structure of your brain changes during the teen years, and it even affects impulsive, risky behavior.</span></li>
<li style="border: 0px; font-family: inherit; font-size: inherit; font-stretch: inherit; font-style: inherit; font-variant: inherit; font-weight: inherit; line-height: inherit; margin: 0px; padding: 0px 0px 8px 10px; vertical-align: baseline;"><span style="background-color: white; color: red;"><strong style="border: 0px; font-family: inherit; font-size: inherit; font-stretch: inherit; font-style: inherit; font-variant: inherit; line-height: inherit; margin: 0px; padding: 0px; vertical-align: baseline;">Your brain can store everything</strong>: Technically, your brain has the capacity to store everything you experience, see, read or hear. However, the real issue is recall — whether you can access that information.</span></li>
</ol>
</div>
Anonymoushttp://www.blogger.com/profile/17522286234244815347noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-2740073165182886492016-08-17T09:55:00.000-07:002016-08-17T10:01:58.167-07:00Building Demolitions through controlled explosions!<div dir="ltr" style="text-align: left;" trbidi="on">
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techtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-88782303511882245682016-08-15T23:08:00.001-07:002016-08-15T23:08:15.412-07:00Conjugate beam Method with Example<div dir="ltr" style="text-align: left;" trbidi="on">
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Anonymoushttp://www.blogger.com/profile/17522286234244815347noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-52888468445461153512016-08-12T06:02:00.001-07:002016-08-12T06:02:25.248-07:00Highway Design-Parking Along Highways and Arterial Streets<div dir="ltr" style="text-align: left;" trbidi="on">
<div style="text-align: justify;">
<img alt="Highway Parking Design" class="size-medium wp-image-3184 aligncenter" sizes="(max-width: 750px) 100vw, 750px" src="http://civilengineerblog.com/wp-content/uploads/2012/11/parking-design.jpg" title="parking-design" width="620" /></div>
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These paragraphs below deal with parking as it pertains to the mainlanes of a controlled access highway, the frontage roads for such a facility, and parking along urban and suburban arterials. Rest areas as parking facilities are not considered in this article.</div>
<h3 style="text-align: justify;">
Emergency Parking</h3>
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Parking on and adjacent to the mainlanes of a highway will not be permitted except for emergency situations. It is of paramount importance, however, that provision be made for emergency parking. Shoulders of adequate design provide for this required parking space.</div>
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Curb Parking</h3>
<div style="text-align: justify;">
In general, curb parking on urban/suburban arterial streets and frontage roads<br /> should be discouraged. Where speed is low and the traffic volumes are well below capacity, curb parking may be permitted. However, at higher speeds and during periods of heavy traffic movement, curb parking is incompatible with arterial street service and desirably should not be permitted. Curb parking reduces capacity and interferes with free flow of adjacent traffic.</div>
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Elimination of curb parking can increase the capacity of four-to-six lane arterials by 50 to 60 percent. If curb parking is used on urban/suburban arterials or frontage roads under the conditions stated above, the following design requirements should be met:</div>
<ul>
<li>provide parking lanes only at locations where needed</li>
<li>parallel parking preferred</li>
<li>confine parking lanes to outer side of street or frontage road</li>
<li>require that parking lane widths be 10 feet [3.0 meters]</li>
<li>restrict parking a minimum of 20 feet [6 meters] back from the radius of the intersection to allow for sight distance, turning clearance and, if desired, a short right turn lane.<b></b><i></i><u></u><sub></sub><sup></sup><strike></strike></li>
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Anonymoushttp://www.blogger.com/profile/17522286234244815347noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-27590942164250223642016-08-11T23:39:00.000-07:002016-08-11T23:39:27.917-07:00How To Handle Tough Interview Questions<div dir="ltr" style="text-align: left;" trbidi="on">
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techtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-32037118240449555012016-08-11T08:40:00.002-07:002016-08-12T20:17:45.339-07:00Difference between Bridge and Flyover <div dir="ltr" style="text-align: left;" trbidi="on">
The difference between Bridge and Flyover is based on the purpose of its usage and the location where it is built.<br />
<br />
<b>Bridges</b><br />
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<a href="https://qph.ec.quoracdn.net/main-qimg-dd702b049f962a0dd9283bb417395a3d?convert_to_webp=true" imageanchor="1" style="clear: right; float: right; margin-bottom: 1em; margin-left: 1em;"><img border="0" class="landscape qtext_image zoomable_in_feed lazy_loaded lazy_loading" height="240" master_h="375" master_src="https://qph.ec.quoracdn.net/main-qimg-dd702b049f962a0dd9283bb417395a3d?convert_to_webp=true" master_w="500" src="https://qph.ec.quoracdn.net/main-qimg-dd702b049f962a0dd9283bb417395a3d?convert_to_webp=true" style="opacity: 1;" width="320" /></a></div>
<ul>
<li>Bridges are built to connect two points separated by a naturally occurring region like valley, river, sea or any other water bodies, etc.</li>
<li>They are usually lengthy depending upon the width of the valley or river.</li>
<li>Construction over river is tedious since foundation has to be carried out on the river bed.</li>
<li>Bridges are usually built for trains, buses and cars.</li>
<li><br /></li>
</ul>
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<b>Flyovers</b></div>
<ul>
<li>It is a structure which joints two or more points which are separated by an accessible route/s or a man made structure to cut the traffic for faster mode of travelling.</li>
<li>They are usually made over road junctions, roads, streets, etc.</li>
<li>The name itself suggests that you are flying over a traffic zone.</li>
<li>They are usually built for road vehicles.</li>
</ul>
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Anonymoushttp://www.blogger.com/profile/17522286234244815347noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-13783038078631664322016-05-18T06:11:00.001-07:002016-05-18T06:11:31.067-07:00Compostition of cement<div class="separator" style="clear: both; text-align: center;"> <a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEg8LCWpDB4MllDXP4HZ9srMujzDq23_eU9wupB-XHn_gfWKbqyiR8QGuT1_KdPWe7YrjBmPNACKPET0zd_LWrq18jwfJvzpgntZ7VW7TUrDH38MIh4kQfNWf_1E221E9s-EV_wzAR9mMqo/s1600/h9TLyA5DDWrBy8UrN1WYBWJb.jpg" imageanchor="1" style="margin-left: 1em; margin-right: 1em;"> <img border="0" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEg8LCWpDB4MllDXP4HZ9srMujzDq23_eU9wupB-XHn_gfWKbqyiR8QGuT1_KdPWe7YrjBmPNACKPET0zd_LWrq18jwfJvzpgntZ7VW7TUrDH38MIh4kQfNWf_1E221E9s-EV_wzAR9mMqo/s640/h9TLyA5DDWrBy8UrN1WYBWJb.jpg"> </a> </div>techtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-15651228335267674152016-05-18T04:47:00.001-07:002018-06-10T21:30:15.450-07:00How to calculate quantity of cement, sand , and aggregates<div dir="ltr" style="text-align: left;" trbidi="on">
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After doing all these calculation you are now curious about knowing basics of cement , types of cement and which questions can be asked in interview or in written exams , am i right?<br />So here is the article about cement , don't miss it , its worth to read, </h3>
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<h2>
<a href="https://www.civilexamsguru.com/2017/04/interview-and-exams-questions-all-about.html" style="background-color: yellow;">Cement : The backbone of construction</a></h2>
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techtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-43382081947452977952016-05-18T04:45:00.001-07:002016-05-18T04:45:23.348-07:00Components of flexible pavement road construction<div class="separator" style="clear: both; text-align: center;"> <a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgK7E9NPCwXAuIQZ1fKnYmIJj9rLkEhYT2MbNVTcfDDLoIuWXkBSnVoYcMQvX1YI_Gawt5gcnuixv3Kumc3WT0TL6P8uFv-YTcONlX1Z9KKTZToajpoGF9OMwEH4_N3Os6n7tlvXoE2HYs/s1600/TRDL2XKUWWTA1WALEd6DeJdS.jpg" imageanchor="1" style="margin-left: 1em; margin-right: 1em;"> <img border="0" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgK7E9NPCwXAuIQZ1fKnYmIJj9rLkEhYT2MbNVTcfDDLoIuWXkBSnVoYcMQvX1YI_Gawt5gcnuixv3Kumc3WT0TL6P8uFv-YTcONlX1Z9KKTZToajpoGF9OMwEH4_N3Os6n7tlvXoE2HYs/s640/TRDL2XKUWWTA1WALEd6DeJdS.jpg"> </a> </div>techtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-29517366736186346572016-02-19T11:22:00.001-08:002018-06-10T21:50:38.112-07:00BAR BENDING SCHEDULE IMP<div dir="ltr" style="text-align: left;" trbidi="on">
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<u><span style="color: orange;"><span style="background-color: red;"><br /></span></span></u><u><span style="color: orange;"><span style="background-color: red;">You may also like this topic of Estimation:</span></span></u> </h2>
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<a href="http://www.civilexamsguru.com/2016/05/material-estimation.html">How to calculate Quantity of Cement :Sand: Aggregate</a></h2>
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<b style="font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 13px;"><h2 style="background-color: #fefdfa; color: #333333; margin: 0px; position: relative;">
If you are searching some important interview questions about cement than this article will boost your knowledge today. </h2>
<h2 style="text-align: left;">
<br /><span style="background-color: #fefdfa; color: #333333;"> </span><span style="background-color: #fefdfa; color: red;"> </span><span style="background-color: yellow; color: yellow;"> </span><span style="color: yellow;"><a href="https://www.civilexamsguru.com/2017/04/interview-and-exams-questions-all-about.html" style="background-color: yellow;">Cement : The backbone of construction</a></span></h2>
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techtechhttp://www.blogger.com/profile/02557903812934986586noreply@blogger.com0tag:blogger.com,1999:blog-2104163494485597822.post-61579260419503422712015-07-08T11:36:00.002-07:002015-07-08T11:36:48.390-07:0011 Project Assistants & Fellow Recruitment in CBRI Roorkee<div dir="ltr" style="text-align: left;" trbidi="on">
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11 Project Assistants & Fellow Recruitment in CBRI Roorkee</h1>
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<span class="label" style="float: left; max-width: 160px; min-width: 160px; padding: 0px; width: 160px;">Published Date</span><span style="float: left; max-width: 600px; padding: 0px;">: 07 Jul 2015</span><hr style="border-image-outset: initial; border-image-repeat: initial; border-image-slice: initial; border-image-source: initial; border-image-width: initial; border: 0px; clear: both; height: 0px; margin: 0px; padding: 0px;" />
<span class="label" style="float: left; max-width: 160px; min-width: 160px; padding: 0px; width: 160px;">Post</span><span style="float: left; max-width: 600px; padding: 0px;">: Project Assistant, Project Fellow</span><hr style="border-image-outset: initial; border-image-repeat: initial; border-image-slice: initial; border-image-source: initial; border-image-width: initial; border: 0px; clear: both; height: 0px; margin: 0px; padding: 0px;" />
<span class="label" style="float: left; max-width: 160px; min-width: 160px; padding: 0px; width: 160px;">Education Qualification</span><span style="float: left; max-width: 600px; padding: 0px;">: BE, B Tech, MSc, M Tech</span><hr style="border-image-outset: initial; border-image-repeat: initial; border-image-slice: initial; border-image-source: initial; border-image-width: initial; border: 0px; clear: both; height: 0px; margin: 0px; padding: 0px;" />
<span class="label" style="float: left; max-width: 160px; min-width: 160px; padding: 0px; width: 160px;">Recruitment By</span><span style="float: left; max-width: 600px; padding: 0px;">: CBIR</span><hr style="border-image-outset: initial; border-image-repeat: initial; border-image-slice: initial; border-image-source: initial; border-image-width: initial; border: 0px; clear: both; height: 0px; margin: 0px; padding: 0px;" />
<span class="label" style="float: left; max-width: 160px; min-width: 160px; padding: 0px; width: 160px;">Last Date</span><span style="float: left; max-width: 600px; padding: 0px;">: 16 Jul 2015</span><div>
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The CSIR – Central Building Research Institute (CBRI), Roorkee has released notification for recruitment of Project Assistant & Project Fellow. CSIR-CBRI invites applications from dynamic young candidates as temporary manpower to work in various sponsored/CSIR Network Projects (Under 12th Five Year Plan). The recruitment is purely on contract basis temporary position.</div>
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CBIR has been vested with the responsibility of generating, cultivating and promoting building science and technology in the service of the country. At the national level of India, the Institute has close interaction with BMTPC, HUDCO, DST, Ministry of Urban Development, Ministry of Rural Areas, Housing Boards and Societies of the State Governments, engineering and academic institutions, construction and building material industries.</div>
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Project Assistant & Fellow Recruitment in CBRI, Roorkee</h2>
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<tr><td style="font-size: 13px; padding: 5px 8px;" width="17%"><strong>Name of the post</strong></td><td style="font-size: 13px; padding: 5px 8px;" width="11%"><strong>Number of Posts</strong></td><td style="font-size: 13px; padding: 5px 8px;" width="51%"><strong>Qualification</strong></td><td style="font-size: 13px; padding: 5px 8px;" width="21%"><strong>Date & Time of Interview</strong></td></tr>
<tr><td height="22" style="font-size: 13px; padding: 5px 8px;">Project Assistant (Level–I)</td><td style="font-size: 13px; padding: 5px 8px;">1</td><td style="font-size: 13px; padding: 5px 8px;"><span style="color: black;">Diploma in Mechanical Engg with 60% marks</span></td><td style="font-size: 13px; padding: 5px 8px;">16.07.2015; 8.00 A.M</td></tr>
<tr><td style="font-size: 13px; padding: 5px 8px;">Project Assistant (Level–I)</td><td style="font-size: 13px; padding: 5px 8px;">1</td><td style="font-size: 13px; padding: 5px 8px;">Diploma in Electronics/ Instrumentation Engg with 60% marks</td><td style="font-size: 13px; padding: 5px 8px;">16.07.2015; 8.00 A.M</td></tr>
<tr><td style="font-size: 13px; padding: 5px 8px;">Project Fellow</td><td style="font-size: 13px; padding: 5px 8px;">3</td><td style="font-size: 13px; padding: 5px 8px;"><span style="color: black;">BE/ BTech (Civil Engg) with 55% and eligible to appear for UGC NET</span></td><td style="font-size: 13px; padding: 5px 8px;">16.07.2015; 8.00 A.M</td></tr>
<tr><td style="font-size: 13px; padding: 5px 8px;">Project Fellow</td><td style="font-size: 13px; padding: 5px 8px;">1</td><td style="font-size: 13px; padding: 5px 8px;">BE/ BTech (Electronics & Communication Engg) with 55% and eligible to appear for UGC NET</td><td style="font-size: 13px; padding: 5px 8px;">17.07.2015; 8.00 A.M</td></tr>
<tr><td style="font-size: 13px; padding: 5px 8px;">Project Fellow</td><td style="font-size: 13px; padding: 5px 8px;">1</td><td style="font-size: 13px; padding: 5px 8px;">BE/ BTech (Electronics & Instrumentation Engg) with 55% and eligible to appear for UGC NET</td><td style="font-size: 13px; padding: 5px 8px;">17.07.2015; 8.00 A.M</td></tr>
<tr><td style="font-size: 13px; padding: 5px 8px;">Project Fellow</td><td style="font-size: 13px; padding: 5px 8px;">1</td><td style="font-size: 13px; padding: 5px 8px;"><span style="color: black;">MSc/ MTech (Geophysics) with 55% and eligible to appear for UGC NET</span></td><td style="font-size: 13px; padding: 5px 8px;">17.07.2015; 8.00 A.M</td></tr>
<tr><td style="font-size: 13px; padding: 5px 8px;">Project Fellow</td><td style="font-size: 13px; padding: 5px 8px;">1</td><td style="font-size: 13px; padding: 5px 8px;">B.Arch with 55% and eligible to appear for UGC NET</td><td style="font-size: 13px; padding: 5px 8px;">17.07.2015; 8.00 A.M</td></tr>
<tr><td style="font-size: 13px; padding: 5px 8px;">Project Fellow</td><td style="font-size: 13px; padding: 5px 8px;">1</td><td style="font-size: 13px; padding: 5px 8px;">BE/ BTech (Instrumentation/ Electrical Engg) with 55% and eligible to appear for UGC NET</td><td style="font-size: 13px; padding: 5px 8px;">17.07.2015; 8.00 A.M</td></tr>
<tr><td style="font-size: 13px; padding: 5px 8px;">Project Fellow</td><td style="font-size: 13px; padding: 5px 8px;">1</td><td style="font-size: 13px; padding: 5px 8px;">BE/ BTech (Civil Engg) with 55% and eligible to appear for UGC NET</td><td style="font-size: 13px; padding: 5px 8px;"><br />16.07.2015; 8.00 A.M<br /> </td></tr>
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Age Limit & Monthly Stipend</h4>
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<strong>For Project Assistant -</strong> 25 Years & Rs 8000/-<br /><strong>For Project Fellow – </strong>28 Years & Rs 16000/-</div>
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How to Apply</h3>
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Interested candidates may appear for Walk-in interview before the Selection Committee at CBRI, Roorkee on the date and time as mentioned above along with original documents and six copies of bio-data (One copy of bio-data duly affixed with a latest passport size photograph and supported by self-attested photocopies of certificates, mark sheets and other relevant documents) giving following information on one side of A-4 size paper.</div>
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<strong>Place of Interview :</strong> CSIR -CBRI, Roorkee</div>
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<strong>Important Dates</strong></div>
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Walk-In Interview Dates : 16 July & 17 July 2015</div>
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<strong>Important Links</strong></div>
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Download Original Advertisement and application form : <a href="http://www.cbri.res.in/others/Advt-3-2015-E.pdf" style="border-image-outset: initial; border-image-repeat: initial; border-image-slice: initial; border-image-source: initial; border-image-width: initial; border: none; cursor: pointer; text-decoration: none;" target="_blank">Click Here</a></div>
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