Short problems: Sample Without doing any calculation, sketch the bending stress distribution on a square section subjected to an unsymmetric moment with components M₂ >0 and My <0 (assume |M₂|>|My]). Show the N.A. (approximately), the y and z axes, the centroid, the max stress in compression σmax,c and the max stress in tension σmax,T unsymmetric M y(+) COMPR. STRESSES 510 Муко бео -N.A σ=0 TENSIILE STRESSES THE N.A. Is the axis of rotation 910 of the section ALTERNATIVE REPRESENTATION 930 1.1 Without doing any calculation, sketch the stress distribution on a rectangular section subjected to an eccentric compression force P, with eccentricity ey=+h/4 and ez=-b/4 (outside the section kernel). Sketch also the neutral axis, the y and z axes, the centroid, and identify the corner with the max stress in compression σmax,c and the one with the max stress in tension σmax,T
Short problems: Sample Without doing any calculation, sketch the bending stress distribution on a square section subjected to an unsymmetric moment with components M₂ >0 and My <0 (assume |M₂|>|My]). Show the N.A. (approximately), the y and z axes, the centroid, the max stress in compression σmax,c and the max stress in tension σmax,T unsymmetric M y(+) COMPR. STRESSES 510 Муко бео -N.A σ=0 TENSIILE STRESSES THE N.A. Is the axis of rotation 910 of the section ALTERNATIVE REPRESENTATION 930 1.1 Without doing any calculation, sketch the stress distribution on a rectangular section subjected to an eccentric compression force P, with eccentricity ey=+h/4 and ez=-b/4 (outside the section kernel). Sketch also the neutral axis, the y and z axes, the centroid, and identify the corner with the max stress in compression σmax,c and the one with the max stress in tension σmax,T
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Please answer the question in the picture 1.1 , and make sure you do the right work.
![Short problems:
Sample
Without doing any calculation, sketch the bending stress distribution on a square section subjected to an
unsymmetric moment with components M₂ >0 and My <0 (assume |M₂|>|My]). Show the N.A. (approximately), the
y and z axes, the centroid, the max stress in compression σmax,c and the max stress in tension σmax,T
unsymmetric M
y(+)
COMPR. STRESSES
510
Муко
бео
-N.A σ=0
TENSIILE
STRESSES
THE N.A. Is the
axis of rotation
910
of the section
ALTERNATIVE
REPRESENTATION
930
1.1 Without doing any calculation, sketch the stress distribution on a rectangular section subjected to an eccentric
compression force P, with eccentricity ey=+h/4 and ez=-b/4 (outside the section kernel). Sketch also the neutral
axis, the y and z axes, the centroid, and identify the corner with the max stress in compression σmax,c and the one
with the max stress in tension σmax,T](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0655393b-8df3-4633-b13c-e0d6983d2306%2Ff107a64c-173d-43cd-a291-36f847d4f3e0%2Fjlok448_processed.png&w=3840&q=75)
Transcribed Image Text:Short problems:
Sample
Without doing any calculation, sketch the bending stress distribution on a square section subjected to an
unsymmetric moment with components M₂ >0 and My <0 (assume |M₂|>|My]). Show the N.A. (approximately), the
y and z axes, the centroid, the max stress in compression σmax,c and the max stress in tension σmax,T
unsymmetric M
y(+)
COMPR. STRESSES
510
Муко
бео
-N.A σ=0
TENSIILE
STRESSES
THE N.A. Is the
axis of rotation
910
of the section
ALTERNATIVE
REPRESENTATION
930
1.1 Without doing any calculation, sketch the stress distribution on a rectangular section subjected to an eccentric
compression force P, with eccentricity ey=+h/4 and ez=-b/4 (outside the section kernel). Sketch also the neutral
axis, the y and z axes, the centroid, and identify the corner with the max stress in compression σmax,c and the one
with the max stress in tension σmax,T
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