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A retaining wall 3.6 m high supports a dry cohesion less backfill with a plane ground surface sloping upwards at a surcharge angle of 20° from the top of the wall. The back of the wall is inclined to the vertical at a positive batter angle of 9°. The unit weight of the backfill is 18.9 kN/m3 and φ = 20°. Suppose a wall friction angle of 12°, verify the total active thrust by Rebhann's method.
Enumerate the term - superposing the stress variations If the case of concentric pre-stressing is considered, we can appreciate that stress at any section of the beam is compr
write short note on terrestrial telescope
If you have water pressure and wish to handle it, do not cause flow in the line, which will decrease pressure because of friction. To keep pressure up, decrease friction by increas
the propane gas tank has an inner diameter of 1500mm and wall thickness of 15mm. If the wall is pressurized to 2MPa, determine the absolute maximum shear stress in the wall of tank
how to draw the shear diagram after redistribution of moments
State the short-term deflections If short-term deflections are considered, the instantaneous deflection due to design loads may be calculated using elastic analysis based on t
A rectangular concrete beam is subjected to a factored design shear force of 200 kips. For the beam shown below, determine the required stirrup size and spacing requirement. H = 3
layout of harbour
What quantity of cement will be needed to lay 2000 blocks of 9 inches using a mortar ratio of 1:6 with a thickness of 25mm in-between blocks.
Q. Mild steel and high yield steel in water-retaining structure? In designing water-retaining structures, movement joints may be installed in parallel with steel reinforcement
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