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The stresses acting on the plane of maximum shearing stress by a given point in sand are as follows: total normal stress = 250 kN/m2; pore-water pressure = 88.5 kN/ m2; shearing stress = 85 kN/m2. Failure is occurring in the region surrounding the point. Verify the major and minor principal effective stresses, the normal effective stress and the shearing stress on the plane of failure and the friction angle of the sand. Explain clearly the terms 'plane of maximum shearing stress' and 'plane of failure' in relation to the Mohr's rupture diagram.
Concordant Prestressing In this type of prestressing, tendons follow a concordant profile. The concordant profile of tendons does not change the support reactions in a statica
Q. Estimation of design flood discharge? These methods are also in vogue for estimating maximum discharge. Discharge estimated using the above three methods may be compared wit
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what are the step by step process of designing steel long span trusses?
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Explain briefly shallow foundation?
A contractor has selected a W14x74 simply supported beam for a high rise construction project. The span length for the provided beam is set at 30 feet. The maximum factored appli
Desirable Properties of Bitumen: For performing as a good binder for road works, bitumen should have the following desirable properties: (a) When heated to the mixing temp
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