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snadith342

gravatar for snadith342
Reputation:
Level 1
Status:
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Country:
India  

Last seen:
3 years ago
Joined:
3 years, 12 months ago

Profile Strength:
40%
  • 11
    Questions
  • 45
    Answers
  • 3
    Awards
Civil Engineerjng
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Top contributions by snadith342

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6.0k
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1
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Determine the effective height of Stack
environmental engineering updated 3.8 years ago by snadith342 • 20
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1
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4.3k
views
1
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Problem on Irrigation Efficiency
irrigation engineering updated 3.8 years ago by snadith342 • 20
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1
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4.2k
views
1
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Determine the Safe height of the Chimney required for the safe Dispersion of the Pollutants
environmental engineering updated 3.8 years ago by snadith342 • 20
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1
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4.1k
views
1
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Vertical Pressure below the corner of uniformly load rectangular area
geotechnical engineering updated 3.8 years ago by snadith342 • 20
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1
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3.9k
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1
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Problem based on Consolidation:A staturated soil stratum 6m thick lies above an impervious
geotechnical engineering updated 3.8 years ago by snadith342 • 20
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1
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3.8k
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1
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Find the Horizontal and Vertical deflection at Point E in the given Truss
structural analysis updated 3.8 years ago by snadith342 • 20
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1
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2.0k
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1
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Calculate the percentage decrease to be expected in the unit volume of clay when its moisture content is reduced by evaporation to 16.4%.
geotechnical engineering updated 3.8 years ago by snadith342 • 20
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1.6k
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1
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The Results obtained for a series of CU test on a soil gave the following results
geotechnical engineering updated 3.8 years ago by snadith342 • 20
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965
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1
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NIR and FIR and frequency of Irrigation
irrigation engineering updated 3.8 years ago by snadith342 • 20
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1
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786
views
1
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Design percolating filters with conical humus tanks for treating 7 million litres of sewage per day.
environmental engineering updated 3.8 years ago by snadith342 • 20
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1.7k
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A: Derive Von Karman Momentum Integral equation
updated 3.8 years ago by snadith342 • 20
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1.3k
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A: Draw a neat diagram of simple right hand or left hand turnout and show its vario
updated 3.8 years ago by snadith342 • 20
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1.1k
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A: A 12m long and 300mm diameter concrete pile is driven in a uniform deposit of sa
updated 3.8 years ago by snadith342 • 20
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1.1k
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A: Prove it is a case of possible steady incompressible fluid flow. Calculate the v
updated 3.8 years ago by snadith342 • 20
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895
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A: 25 mm diameter bar when subjected to a force of 40 kN has an extension of 0.08 m
updated 3.8 years ago by snadith342 • 20
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879
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A: A square group of 9 piles was driven into soft clay extending to a large depth.
updated 3.8 years ago by snadith342 • 20
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580
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A: A sand stratum is 10 m thick. The water table is 2 m below ground level. The uni
updated 3.8 years ago by snadith342 • 20
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557
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A: Determine the Safe height of the Chimney required for the safe Dispersion of the
updated 3.8 years ago by snadith342 • 20
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555
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0
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A: Determine the effective height of Stack
updated 3.8 years ago by snadith342 • 20
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422
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A: Compare the crippling loads calculated by Rankine's theory and Euler's theory
updated 3.8 years ago by snadith342 • 20

Latest awards to snadith342


created 50 posts within first three months of joining

created a question with more than 1,000 views

has been around for a while