A simply supported prestressed concrete beam of size 500×800mm is loaded with UDL of 20000N/m on a span of 10m obtain thedistribution of stress at mid span qt quarter span and at ends by the stress and strength concept it prestressing force is 1800kN and tendon is concentric
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Answer:A prestressed concrete T-beam is to be designed to support an imposed load of
4.4kN/m over an effective span of 5 m. The T-beam is made up of a flange 400 mm
wide and 40 mm thick. The rib is 100 mm wide and 200 mm deep. The stress in the
concrete must not exceed 15 N/mm2
in compression and zero in tension at any
stage. Check for the adequacy of the section provided, and calculate the minimum
prestressing force necessary and the corresponding eccentricity. Assume 20% loss of
prestress.
[Answer: P= 181 kN: e=78 mm]
Explanation: try out with this same formulae
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