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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.
Softening Point Test: The temperature at which bitumen softens is determined by the "Ring and Ball" test (Figure). (a) Diagram of Apparatus at Beginning of Test (b
what is influence diagram & use
Demonstrate the Design of Prestressed concrete poles Prestressed concrete poles are generally designed as members with uniform prestress since they are subjected to bending mo
With a clear sketch indicate the system of protection of line for works of short duration where ‘ Stop dead restriction' need to be observed on a single line section on a BG track.
Minimum volume of sump volume for pumps Maximum pumping rate = Q P Volume of sump = V Inflow Rate = Q i Cycle Time T c = t 1 + t 2 t 1 = V / Q P - Q i t 2
Soil at a borrow area has a total unit weight of 120-PCF and a water content of 15 percent. The soil from the borrow area will be used as structural fill and compacted to an avera
Step by step rehabilitation strategies with drawing, figures, and illustrations
Tension memebers example for a two channel connected to a gusset .find the tensile capacity
What is the difference between Dense bituminous Macadam and bituminous macadam
Seismic loading principles Ground motion Effects of ground motion are specified as one of the acceleration delineation spectrum or time history of acceleration variation m
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