Answer / ronak shah

water stopper is generally 250 to 300 mm parallel to the
retainging wall. half portion inserted in to the concrete
and half portion cast 2nd time concreting work so when
water is penetrating through the joint it is retain by
water stopper.

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.

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