Stoke's law does not hold good if the size of particle is smaller than:
(OPSC AEE 2015 PAPER-I)
(OPSC AEE 2015 PAPER-I)
Anonymous Quiz
33%
(a) 0.0002 mm
56%
(b) 0.002 mm
9%
(c) 0.02 m
2%
(d) 0.2 m
👍3
The free fall of hammer for compaction of soil in standard proctor test is (RPSC POLY. TECH. LECT. 2011)
Anonymous Quiz
17%
(a) 10.5 cm
22%
(b) 20.5 cm
50%
(c) 30.5 cm
10%
(d) 40.5 cm
👏2
In a plate girder bridge, the thickness of web is less than d/200 where d is the unsupported depth of web. The web plate should be provided with-
(Gujarat PSC AE (N.W.R.) 2020 ESE 2001)
(Gujarat PSC AE (N.W.R.) 2020 ESE 2001)
Anonymous Quiz
24%
(a) Vertical stiffeners
26%
(b) Horizontal stiffeners
9%
(c) End stiffeners
40%
(d) Both vertical and horizontal stiffeners
👍1
As per ISI, rolled steel beam sections are classified into
(APPSC AEE 2012)
(APPSC AEE 2012)
Anonymous Quiz
16%
(a) Three series
31%
(b) Four series
46%
(c) Five series
7%
(d) Six series
For an I beam the shape factor is 1.12 the factor of safety in bending is 1.5. If the allowable stress is increased by 20% for the wind and earthquake loads, then the load factor is
Anonymous Quiz
14%
(a) 1.10
45%
(b) 1.25
27%
(c) 1.35
14%
(d) 1.40
*Websankul Civil Engineering * તમને આ નવરાત્રી ના પાવન અવસર પર શુભેચ્છા પાઠવે છે, તેમજ આપ સૌનું જીવન સુખ, શાંતિ અને સમૃદ્ધિથી પરિપૂર્ણ બની રહે તેમજ માઁ નવદુર્ગાના આશીર્વાદ આપ અને આપના પરિવાર પર હંમેશા રહે એવી માઁ ના શ્રી ચરણોમાં અંતર મનથી પ્રાર્થના.🙏 માઁ આદ્યશક્તિની ભક્તિ અને ઉપાસનાનાં મહાપર્વ "નવરાત્રી" પર તમે તમારા ઓફિસર બનવાના સપના તરફ આગળ વધો અને તમારા પરિવારને ગર્વ અનુભવ કરે એવું કાર્ય કરવાની આશા સાથે આપ સર્વેને આ મંગળ પર્વની મંગલમય હાર્દિક શુભકામનાઓ. 💐
*Happy Navratri*🙏🏻
From:- *Websankul Civil Engineering Team.*
*Happy Navratri*🙏🏻
From:- *Websankul Civil Engineering Team.*
👍8🙏2
Water formed transported soil is:
Anonymous Quiz
7%
(a) Loess
8%
(b) Glacier
77%
(c) Alluvial
8%
(d) Marine
❤1👍1
Which of the following parameters can be to estimate the angle of internal friction sandy soil?
Anonymous Quiz
10%
(a) Particle size
26%
(b) Roughness of particle
46%
(c) Particle size distribution
18%
(d) Density index
In the geotechnical engineering lab, the degree of pycnometer is used for the determination of
Anonymous Quiz
4%
(a) Area of compaction
84%
(b) Specific gravity
6%
(c) Fineness of soil
6%
(d) Void ratio
In a Plasticity Chart, A-Line separates-
Anonymous Quiz
56%
(a) Clays from Silt
15%
(b) Clays from Sand
25%
(c) Silt from Organic soils
4%
(d) Silt from Gravel
Rolled steel tubes are referred by their
Anonymous Quiz
39%
(a) Outer diameter
40%
(b) Inner diameter
12%
(c) Average diameter
9%
(d) Outer radius
👍1
Steel structures are ideally suitable for impact loads because they have high:
Anonymous Quiz
53%
(a) Toughness value
29%
(b) Elastic modulus
7%
(c) Design stress
10%
(d) Plastic modulus
Which is NOT a method of controlled flooding in irrigation methods?
Anonymous Quiz
47%
(a) Contour
28%
(b) Ring basin
11%
(c) Check basin
14%
(d) Border strip
Blaney-Criddle equation used for calculating evapotranspiration is ideal, if and only when the following data set is available for a site.
Anonymous Quiz
21%
(a) Air-temperature
48%
(b) Air-humidity
14%
(c) Wind-wave
17%
(d) Type of soil
Lining of irrigation channels:
Anonymous Quiz
17%
(a) Increases the water logging area
69%
(b) Decreases the water logging area
10%
(c) Does not change the water logging area
4%
(d)None of the above
👍1
Water distribution systems are sized to meet the:
Anonymous Quiz
10%
(a) maximum hourly demand
6%
(b) average hourly demand
72%
(c) maximum daily demand and fire demand
11%
(d) average daily demand and fire demand
❤1
The peak factor suggested by CPHEEO for computing carrying capacity in the design of sewers for the contributory population of 20,0000 is
Anonymous Quiz
22%
(a) 2.00
37%
(b) 2.25
26%
(c) 2.50
15%
(d) 3.00
As per Indian Standard Specifications, the peak discharge for domestic purposes per capita per minute, is taken
Anonymous Quiz
14%
(a) 1.80 liters for 5 to 10 users
9%
(b) 1.20 liters for 15 users
23%
(c) 1.35 liters for 20 users
54%
(d) All options are correct
👍2