Question 1 0 / 1 point Select all the correct statements below regarding the variation of shear stresses on a c/s given by the shear formula Tzy V₁Q The shear stress is assumed to be constant over the width of the c/s The shear stress is assumed to be constant over the depth of the c/s The shear stress varies linearly over the width of the c/s The shear stress varies linearly over the depth of the c/s The shear stress varies parabolically over the width of the c/s The shear stress varies parabolically over the depth of the c/s The shear stress is typically zero at the neutral-axis of the c/s The shear stress is typically maximum at the neutral-axis of the c/s The shear stress is typically zero at the top/bottom edges of the c/s The shear stress is typically maximum at the top/bottom edges of the c/s None of the above

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Question 1
0 / 1 point
Select all the correct statements below regarding the variation of shear stresses on a c/s given by the
shear formula Tzy
V₁Q
The shear stress is assumed to be constant over the width of the c/s
The shear stress is assumed to be constant over the depth of the c/s
The shear stress varies linearly over the width of the c/s
The shear stress varies linearly over the depth of the c/s
The shear stress varies parabolically over the width of the c/s
The shear stress varies parabolically over the depth of the c/s
The shear stress is typically zero at the neutral-axis of the c/s
The shear stress is typically maximum at the neutral-axis of the c/s
The shear stress is typically zero at the top/bottom edges of the c/s
The shear stress is typically maximum at the top/bottom edges of the c/s
None of the above
Transcribed Image Text:Question 1 0 / 1 point Select all the correct statements below regarding the variation of shear stresses on a c/s given by the shear formula Tzy V₁Q The shear stress is assumed to be constant over the width of the c/s The shear stress is assumed to be constant over the depth of the c/s The shear stress varies linearly over the width of the c/s The shear stress varies linearly over the depth of the c/s The shear stress varies parabolically over the width of the c/s The shear stress varies parabolically over the depth of the c/s The shear stress is typically zero at the neutral-axis of the c/s The shear stress is typically maximum at the neutral-axis of the c/s The shear stress is typically zero at the top/bottom edges of the c/s The shear stress is typically maximum at the top/bottom edges of the c/s None of the above
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