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Explain beam-columns, Explain Beam-Columns 1. A specific case of a beam...

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Determine the major and minor principal effective stresses, The stresses ac...

The stresses acting on the plane of maximum shearing stress by a given point in sand are as follows: total normal stress = 250 kN/m 2 ; pore-water pressure = 88.5 kN/ m 2 ; shearin

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Measure the cohesion of internal friction of the soil, A cylindrical specim...

A cylindrical specimen of a saturated soil fails under an axial stress 150 kN/m 2 in an unconfined compression test. The failure plane makes an angle of 52° with the horizontal.

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Illustrate the types of prestressing we can classify prestressing into two forms  : (a)  longitudinal prestressing, and (b)  circular prestressing.

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