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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.
Problems on Roof truss
Obtain the values and direction of the supporting reactions of the truss given below. Use the method of section to determine the forces in each member.
Define the Thiem Equations for Confined Aquifers Using natural log: Q = 2ΠKm(h 2 - h 1 )/ln(r 2 /r 1 ) m = aquifer thickness (ft) Using log 10 : Q = 2Km(h 2 - h
A wall with a smooth vertical back and 9 metres high retains a moist cohesionless soil with a horizontal surface. The soil weighs 15 kN/m3 and has an angle of internal friction of
TYPE OF FOUNDATION IN LATERITE SOIL
Concrete Mix Design: Concrete mix design is done in a laboratory to achieve the desired strength and workability. The mix design is done to achieve strength slightly higher t
Question For a rigid pile cap with vertical piles at middle and raking piles at the sides, what is pattern of load distribution of piles in such agreement? Answer Becau
What are the types of foundation. With figure
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earth dam design and its force
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