d () The maximum bending moment, (ii)Bending stress induced, (i) Radius of curva ake E as 100 GPa. (figure - 0.5 mark, calculation - 1.5 marks, solution - 2 marks) nly the values in boxes by referring the unit given. Also, upload y in the link provided) num bending moment (in Nm) Bending stress induced (in MPa)

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter5: Stresses In Beams (basic Topics)
Section: Chapter Questions
Problem 5.5.17P: A simple beam A B of a span length L = 24 ft is subjected to two wheel loads acting at a distance d...
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A simply supported beam of length 3 m, is subjected to an Uniformly distributed load of 26 kN/m for entire span. It
has a hollow rectangular cross section of outer width 50 mm and outer depth of 90 mm with the wall thickness of
3mm. Find (i) The maximum bending moment, (i)Bending stress induced, (ii)Radius of curvature, (iv) Flexural
rigidity. Take E as 100 GPa.
(figure - 0.5 mark, calculation - 1.5 marks, solution - 2 marks)
(Enter only the values in boxes by referring the unit given. Also, upload your hand written
answers in the link provided)
The maximum bending moment (in Nm) =
Maximum Bending stress induced (in MPa) =
Radius of curvature (in m) =.
Flexural Rigidity of the beam (in Nm2) =
%3D
Transcribed Image Text:A simply supported beam of length 3 m, is subjected to an Uniformly distributed load of 26 kN/m for entire span. It has a hollow rectangular cross section of outer width 50 mm and outer depth of 90 mm with the wall thickness of 3mm. Find (i) The maximum bending moment, (i)Bending stress induced, (ii)Radius of curvature, (iv) Flexural rigidity. Take E as 100 GPa. (figure - 0.5 mark, calculation - 1.5 marks, solution - 2 marks) (Enter only the values in boxes by referring the unit given. Also, upload your hand written answers in the link provided) The maximum bending moment (in Nm) = Maximum Bending stress induced (in MPa) = Radius of curvature (in m) =. Flexural Rigidity of the beam (in Nm2) = %3D
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