why we provide bent up reinforcement bars at l/4 ? if it
is because of diagonal shear , how does it acts ?
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For the symmetrical continuous beam shown in figure, Prestressed with a force P = 1500 KN along parabolic curve as shown, compute the extreme fiber stresses over the central support for the uniformly distributed load of 24 kn/m. Use load balancing method.
std penetration resistance in very stiff clays lies bet 2 & 4 4 & 8 8 & 15 15 & 30
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