Learning Goal: To determine an I-beam's maximum bending moment, moment of inertia using the parallel-axis theorem, and the maximum stress at a given location using the flexure formula. As shown, I-beam ABC supports a sign that weighs S = 30 lb. The I-beam is 24 in. long and is further supported by a rod that is attached 18 in. from the wall. Assume that all forces acting on the I-beam act along its centroid and that the I-beam's weight is negligible. Let the dimensions of the I-beam be w = 4 in.. L j=1 in.. c=6 in. ▸ A a Part A - Free-body diagram of beam ABC Part B - Moment of inertia of beam ABC B Part C - Bending moment at section a-a in beam ABC S Part D - Absolute maximum bending stress in section a-a on beam ABC H Determine the absolute maximum bending stress in the cross section at cut a-a using the flexure formula. Express your answer in psi to three significant figures. ▸ View Available Hint(s) |σmax= for Part D for Part D for Part D for Part D Ado vec do for Part redo for Part D resor Part D keyboard shortcuts for Part D help for Part D psi Submit

Physics for Scientists and Engineers: Foundations and Connections
1st Edition
ISBN:9781133939146
Author:Katz, Debora M.
Publisher:Katz, Debora M.
Chapter14: Static Equilibrium, Elasticity, And Fracture
Section: Chapter Questions
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Goal:
To determine an I-beam's maximum bending moment, moment of inertia using the parallel-axis theorem, and the maximum stress at a given location using the flexure formula.
As shown, I-beam ABC supports a sign that weighs S = 30 lb. The I-beam is 24 in. long and is further supported by a rod that is attached 18 in. from the wall. Assume that all forces acting on the I-beam act along its centroid and that the I-beam's weight is negligible. Let the dimensions of the I-beam be w = 4 in..
L
j=1 in.. c=6 in.
▸
A
a
Part A - Free-body diagram of beam ABC
Part B - Moment of inertia of beam ABC
B
Part C - Bending moment at section a-a in beam ABC
S
Part D - Absolute maximum bending stress in section a-a on beam ABC
H
Determine the absolute maximum bending stress in the cross section at cut a-a using the flexure formula.
Express your answer in psi to three significant figures.
▸ View Available Hint(s)
|σmax=
for Part D for Part D for Part D for Part D Ado
vec
do for Part redo for Part D resor Part D keyboard shortcuts for Part D help for Part D
psi
Submit
Transcribed Image Text:Learning Goal: To determine an I-beam's maximum bending moment, moment of inertia using the parallel-axis theorem, and the maximum stress at a given location using the flexure formula. As shown, I-beam ABC supports a sign that weighs S = 30 lb. The I-beam is 24 in. long and is further supported by a rod that is attached 18 in. from the wall. Assume that all forces acting on the I-beam act along its centroid and that the I-beam's weight is negligible. Let the dimensions of the I-beam be w = 4 in.. L j=1 in.. c=6 in. ▸ A a Part A - Free-body diagram of beam ABC Part B - Moment of inertia of beam ABC B Part C - Bending moment at section a-a in beam ABC S Part D - Absolute maximum bending stress in section a-a on beam ABC H Determine the absolute maximum bending stress in the cross section at cut a-a using the flexure formula. Express your answer in psi to three significant figures. ▸ View Available Hint(s) |σmax= for Part D for Part D for Part D for Part D Ado vec do for Part redo for Part D resor Part D keyboard shortcuts for Part D help for Part D psi Submit
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