GATE CE 2016 Set 2 — Question 46

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NAT+2 / -0MediumFlexural StressesStress, Strain & BeamsStructural Engineering

Structural Engineering → Stress, Strain & Beams → Flexural Stresses

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Question

A 450 mm long plain concrete prism is subjected to the concentrated vertical loads as shown in the figure. Cross section of the prism is given as 150 mm ×\times 150 mm. Considering linear stress distribution across the cross-section, the modulus of rupture (expressed in MPa) is ________
Diagram of a concrete prism under four-point bending with two symmetric loads of 11.25 kN each, spaced 150 mm apart and 150 mm from the supports.
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