A simply supported beam is loaded as shown. Considering symmetry, the reactions at supports A and B are R₁ = R₂ = wa 2 Using the singularity method, determine the shear force V along the length of the beam as a function of distance x from the support A. A B Ir. 2a За W C R₁₂ x 2. Using the singularity method, determine the bending M along the length of the beam as a function of distance x, from the support A. 3. Using the singularity method, determine the beam slope and deflection along the length of the beam as a function of the distance x, from the support A. Assume the material modulus of elasticity, E and the moment of inertia of the beam cross-section, I are given.
A simply supported beam is loaded as shown. Considering symmetry, the reactions at supports A and B are R₁ = R₂ = wa 2 Using the singularity method, determine the shear force V along the length of the beam as a function of distance x from the support A. A B Ir. 2a За W C R₁₂ x 2. Using the singularity method, determine the bending M along the length of the beam as a function of distance x, from the support A. 3. Using the singularity method, determine the beam slope and deflection along the length of the beam as a function of the distance x, from the support A. Assume the material modulus of elasticity, E and the moment of inertia of the beam cross-section, I are given.
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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Transcribed Image Text:A simply supported beam is loaded as shown. Considering
symmetry, the reactions at supports A and B are
R₁
=
R₂
=
wa
2
Using the singularity method, determine the shear force
V along the length of the beam as a function of
distance x from the support A.
A
B
Ir.
2a
За
W
C
R₁₂
x
2. Using the singularity method, determine the bending M along the length of the beam as a function of
distance x, from the support A.
3. Using the singularity method, determine the beam slope and deflection along the length of the beam
as a function of the distance x, from the support A. Assume the material modulus of elasticity, E and
the moment of inertia of the beam cross-section, I are given.
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