Determine the uniformly distributed load, Civil Engineering

Assignment Help:

A rectangular area 4 m × 6 m carries a uniformly distributed load of 100 kN/m2 at the ground surface. Estimate the vertical pressure at a depth of 6 m vertically below the centre and also below a corner of the loaded area. Compare the results with those getting by an equivalent point load method and also by separating the loaded area into four equal parts and treating the load from every as a point load.

 


Related Discussions:- Determine the uniformly distributed load

Plants aeration period, Plants aeration period: Problem: What i...

Plants aeration period: Problem: What is the plant's aeration period? Solution The plant's aeration period is the number of hours that the wastewater is aerated

Manhole covers finished of cast iron same as ductile iron, Question Why are...

Question Why are manhole covers finished of cast iron as same are through of ductile iron ? Answer Usually, manholes covers are made of cast iron. Though, in viewpoint of pipe

Transportation issues, "We have one other pressing challenge that you could...

"We have one other pressing challenge that you could review for us," Alistair Wu says. "As you know, the Shanghai plant was our first facility in China, but we also have two other

AAA, Ask question #MiAAAAnimum 100 wordAs accepted#

Ask question #MiAAAAnimum 100 wordAs accepted#

Sucker deck principle for changeable depth bridge decks, Question What is t...

Question What is the sucker deck principle for changeable depth bridge decks ? Answer For a variable depth bridge deck, depth of continuous multi-span bridge deck is greate

Determine the variation of safe bearing capacity of soi, State the algebrai...

State the algebraic equations showing the variation of safe bearing capacity of soil (for clay and sand to be given separately) in shallow foundation with: (i) depth of foundati

Explain equations for a triangular (v-notch weir), Explain Equations for a ...

Explain Equations for a triangular (V-notch weir) Used for small flow rates. C 2 is a coefficient which varies from 0.58 to 0.61 depending upon the notch angle.  Q = C

Enthalpy, h = u + pv is a combination of properties and hence must also be ...

h = u + pv is a combination of properties and hence must also be a property.  h is the SPECIFIC ENTHALPY in kJ/kg  H = U + pV is the ENTHALPY in kJ

Deflection, solving problems with their answer

solving problems with their answer

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd