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Question

A simply supported prestressed beam of span 8m is subjected to an uniformly distributed loading of 8kN/m on its entire span. The prestressing force of 200kN is applied to tendons at an uniform eccentricity of 50mm. The flexural rigidity of beam is 2.5×104kN/m2. The net increase in length (in mm, rounded off to two decimal place) of the tendons is ____.
  1. 0.18

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Solution

The correct option is A 0.18
Given, P=200kN,e=50mm
EI=2.5×104kN/m2
L=8m,W=6kN/mMoment due to prestress, M=Pe=200×501000=10kNm
Rotation due to prestress, θ1=ML2EI
=10×82.5×104=3.2×103rad
Rotation due to udl=wL324EI
θ2=6×8324×2.5×104=5.12×103rad
Net rotation =θ2θ1
θnet=1.92×103
Elongation in tendon =2eθnet
=2×50×1.92×103
=0.192mm

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