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

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

Structural Analysis
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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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).
Transcribed Image Text: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).
100 150 100 150 100 y --- -- 75 00
Transcribed Image Text:100 150 100 150 100 y --- -- 75 00
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