A cantilever beam of length 3 m, is subjected toan Uniformly distributed load of 20 kN/m forentire span. It has a hollow circular crosssection of outer diameter 130 mm with the wallthickness of 25mm. Find (i) The maximumbending moment, (ii)Maximum bending stressinduced, (iii) Radius of curvature, (iv) bendingstress at half of outer diameter from the topsurface of beam. Take E as 210 GPa.(Enter only the values in boxes byreferring the unit given. Also,upload your hand written answersin the link provided)The maximum bending moment (in Nm) =Maximum Bending stress induced (in MPa) =Radius of curvature (in m) =-Bending Stress at half of outer diameter fromtop surface (in N/m²) =

Givensimply supported beamuniformaly distributed load w=20kN/m lenght L=3mcircular cross…

Answered: A cantilever beam an Uniformly distri…

Engineering

Mechanical Engineering

A cantilever beam an Uniformly distri entire span. It has section of outer di thickness of 25mn

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.

Question

A cantilever beam of length 3 m, is subjected to
an Uniformly distributed load of 20 kN/m for
entire span. It has a hollow circular cross
section of outer diameter 130 mm with the wall
thickness of 25mm. Find (i) The maximum
bending moment, (ii)Maximum bending stress
induced, (iii) Radius of curvature, (iv) bending
stress at half of outer diameter from the top
surface of beam. Take E as 210 GPa.
(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) =-
Bending Stress at half of outer diameter from
top surface (in N/m²) =

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