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Good evening sir, solid block''s design mix calculated generally please explain and derive .
diffrence between cumilative compensative error
measurement for column
Streams Not Wholly Alluvial In streams which are not wholly alluvial, consisting of bed of pebbles, rock, etc. the liner waterway is kept equal to the actual surface width of
Determine the moment of inertia with respect to the x axis for the shaded area shown (Figure 2) . The dimension is a = 2.00m .
how to design asewa system ??
Obstacles which can be ranged
#questof obstacles to both chaining and ranging. ion..
A clay layer 25 metres thick has a saturated unit weight of 19.2 kN/m 2 . Ground water level occurs at a depth of 5 metres. It is proposed to construct a reinforced concrete founda
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