3. An A36 Steel Cantilever Beam is shown below, also showing its cross section. Determine the following:a.The Support Reactionsb. Centroid of the Cross Sectionc. Centroidal Moment of Inertia of the Section parallel with the x-axisd. Centroidal Moment of Inertia of the Section parallel with the y-axisGiven the formula of the Maximum allowable bending stress of steel, fb = 0.66Fy. Where Fy isthe Yield Stress of Steel. Where the bending stress for a beam is (fb) = Mc/I, where c is thedistance of the centroid to the extreme most fiber of the beam (either top-most or bottom-mostdistance). Does the Steel fail under the loading given? Use Fy = 450 Mpa. Use the Moment in (a)e.and the moment of inertia in (c). 100150100150100y--- --7500

Answered: Image /qna-images/answer/5cb15b9e-8cb3-4131-820e-38639d0255cc.jpg

Answered: 100 150 100 150 100 y ---- - 00

Engineering

Civil Engineering

100 150 100 150 100 y ---- - 00

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Dependence on mechanical properties

The mechanical properties of materials are those structures that include the reaction to the load used. Metal switching features determine the scope of the usefulness of the content and establish the expected service life. Machine structures are also used to help distinguish and identify material objects. The most common mechanical properties considered are strength, ductility, stiffness, impact resistance, and resilience to fractures.

Question

3. An A36 Steel Cantilever Beam is shown below, also showing its cross section. Determine the following:
a.
The Support Reactions
b. Centroid of the Cross Section
c. Centroidal Moment of Inertia of the Section parallel with the x-axis
d. Centroidal Moment of Inertia of the Section parallel with the y-axis
Given the formula of the Maximum allowable bending stress of steel, fb = 0.66Fy. Where Fy is
the Yield Stress of Steel. Where the bending stress for a beam is (fb) = Mc/I, where c is the
distance of the centroid to the extreme most fiber of the beam (either top-most or bottom-most
distance). Does the Steel fail under the loading given? Use Fy = 450 Mpa. Use the Moment in (a)
e.
and the moment of inertia in (c).

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