The Moment of Inertia of a beam section 500 mm deep is 25 × 10mm4. Find the longest span over which a beam of this section, when simply supported, could carry a uniformly distributed load of 720 kN per metre run. The stress in the material is not to exceed 90 MPa.

1
500 mm
2
600 mm
3
1000 mm
4
700 mm

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