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A saturated clay layer 4 m thick is located 6 m below GL. The void ratio of the clay is 1.0. When a raft foundation is located at 2 m below GL, the stresses at the top and bottom o
ropeways
procedure
find the equation of the line with slope 4 and passing through the point of intersection of the line x+6y-4=0 ad 3x-4y+2=10
Elongation of bar due to self weight
Interface between base plates and footings Surface of footings is generally quite rough so that some levelling has to be carried out for base plates. Interface between base pl
closed traverse maths problems
why is it done.
advantages and disadvantages in single flemish bond
what are the actuall windows and door dimensions e.g AN ND4
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