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what are the 2 principle factors affecting the allowable bearing pressure in the design of a specific footing
reparation of subgrade in sqm for a road of span 12 km and width 5.25m,with shoulders of 0.75m span on both the sides...considering extrawidening too......plz help...i m preparing
procedure on conducting curves in field
the two side are 17 cm and 28 cm long. and the lenght of the drawn to the third side is equal to 19.5cm. find tghe distance from an endpoint of this medianto the longest s8ide
I am a Civil Engg student. Why CBR Values determined only at 2.5 and 5 mm penetration ?.
A finish-to-finish activity is best described as: The "from" activity must finish before the "to" activity can finish The "from" activity must finish before the "to" acti
Q. Corner reinforcement for concrete pavement? Let's consider a panel of concrete slab without any load transferring devices at it edges. When concrete panel is subjected to tr
Write down psedo force with example
how to prove varignon theorem in easiest way
Strength of member when fillet welded
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