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QUESTION 4 A beam of rectangular cross section 200 x 400 mm, is pre-stressed with force of 1 500 kN applied at 150 mm from the bottom edge of the beam, as shown on the Figure below. Calculate the magnitude of the uniformly distributed load (UDL), so that the resultant stress at the bottom edge of the beam is zero (0). 1500 kN 1500 kN> 12 m

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Answer #1

Sef-p ner mal compression due to prestrose lSN Mm Mwax duu.to udi -+-ut- ur 12.-18 ω N, m. 2 2 /gooo.o 8 N.mnn met moment e7

Note that P*e represents the moment caused due to the eccentricity of the 1500 kN load.

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