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use of centroid in civil engineering
A retaining wall 4.5 m high with vertical back supports a backfill with horizontal surface. The unit weight of the fill is 18 kN/m 3 and the angle of internal friction is 36°. The
Explain equation for Change Interval y = t + v / 2a + 64.4G Where: y = length of yellow interval (sec) t = driver perception/reaction time (1.0 sec generally used)
How to calculate deflection
calculate bending &shear force of 16kn/m and draw the shear force and bending moment diagrams
Project specifications require a relative compaction of 95% (modified Proctor). Construction of a highway embankment requires 10,000-yd 3 of fill. The borrow soil has an in-situ
WHAT IS FLYBBACK LEVELLING
The drainage system of a cantilever wall shown in Figure As 1 became blocked after a heavy rainstorm and the groundwater level, which was originally below the base, rose to1.5 (m)
State the Modulus of Elasticity of Concrete The Young's modulus of elasticity of concrete is primarily influenced by the elastic properties of the aggregate and to a lesser ex
effective length of the column
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