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Permissible Stresses in Steel
As per the Indian code, the permissible stresses in the tendons at the time of initial prestressing should not exceed 80% of the characteristic tensile strength of the tendons. The final prestresses after allowing for all losses of prestress should not be less than 45% of the characteristic tensile strength of tendons.
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Figure 2 details a typical T-beam unit in a beam and slab floor with a span of L = 10 m. Determine the reliable moment capacity M ′ for the T-section shown. Take f c ′ = 32
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