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A retaining wall with its face inclined at 75° with horizontal is 10 m high and retains soil inclined at a uniform surcharge angle of 10°. If the angle of internal friction of the soil is 36°, wall friction angle 18°, unit weight of soil 15 kN/m3, and a line load of intensity 90 kN per metre run of the wall acts at a horizontal distance of 5 m from the crest, verify the active thrust on the wall by Culmann's method.
Where we can provided overlap in columns
For a solid circular shaft transmitting torque, the shape factor is
which section is most effective for a design of beam and why
Need assignment for structure concrete work
SHEAR STRESS DISTRIBUTION INTO CIRCULAR SECTION DERIVATION
Uncompacted bedding for concrete pipes In the middle third of the base of precast concrete pipes, bedding layers are suggested to be left Uncompacted since it helps to decreas
They stop, or slow down erosion, and stop long shore drift. This, though, can have bad knock-on effects somewhere near.
design of beams latteraly supported
what is reciprocal ranging?
Explain the Interim inspection - underwater inspection of bridge An interim inspection is an inspection scheduled at the discretion of the engineer. An interim inspection is us
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