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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.
classification of arches based on their shape are?
when a precast pile is single point lifting and when double point lifting- what are the moment coefficient of them?
Workshop Drawings (Contractor Scope) 1. Air Conditioning and Ventilation Systems: Builder work drawings Enlarged scale double line HVAC System Duct & piping layouts
what are different sloping conditions?
Calculate the weight of the soil. Go to the first screen. 1. Establish the geometry of the member that you want to design. 2. Each member has to be designed separately.
Q. Illustrate Weld Failures in Track? These are failures occurring to defects in welding the joint. These defects are either because of improper composition of thermit metal or
Types of Limes and their Properties The limes are classified in three categories as fat lime, hydraulic lime and poor lime: (1) Fat lime: It is composed of 95 percentage o
what is the uses of mean mode and medain in civil engineering
Shear distribution for I section
Stone Soling: One of the early practices in road construction was to provide a stone soling 150-225 mm in thickness. The stones are laid by manual labour, and stone spalls ar
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