how will calculate the lift load in high rise buildings
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what cement consumction plaster 15mm think per sqmt 1:3&1:6 how much kg.
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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.
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