A beam has a rectangular section, 60 mm wide and 100 mm deep, and a span of 4 m. The beam is simply supported and carries a uniformly distributed load of 6 kN/m over its full length. It is subjected to an axial compressive force of 80 kN applied on the centroid of the cross-section. Calculate the maximum resultant stress in the beam and plot the stress distribution diagram for the section. 6 kN/m A B 4 m 60 Figure 1 b: Span of the beam Figure 1 a: Cross section 001
A beam has a rectangular section, 60 mm wide and 100 mm deep, and a span of 4 m. The beam is simply supported and carries a uniformly distributed load of 6 kN/m over its full length. It is subjected to an axial compressive force of 80 kN applied on the centroid of the cross-section. Calculate the maximum resultant stress in the beam and plot the stress distribution diagram for the section. 6 kN/m A B 4 m 60 Figure 1 b: Span of the beam Figure 1 a: Cross section 001
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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