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CE 203 structural Mechanics I

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Have equal magnitude, and opposite. direction at corners. Ex. 1.10-P-36 ... Compute the shear stress along the two shaded. planes of the strut ... – PowerPoint PPT presentation

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Title: CE 203 structural Mechanics I


1
CE 203- structural Mechanics I
  • Lecture 4
  • Stress
  • Sec. 1.4-1.5

2
Can we calculate the stress in AC What about at
B? What about the bolts? What are the different
types of stresses that we see here?
3
Average shear stress t V/A
4
Shear stress
5
Shear stress
6
Consider equilibrium of the element shown
subjected to pure shear (the shown shear stress)
Equilibrium requirements are S Fy 0 S Mx
0 Tells us that all four stresses must Have
equal magnitude, and opposite direction at corners
7
Ex. 1.10-P-36
Calculate average normal and shear stress acting
on material along section a-a and section b-b
8
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9
Ex. 1.11. P-38
10 mm dia. Steel rod is used to fasten the wooden
strut into a wall. Compute average shear stress
in rod. Compute the shear stress along the two
shaded planes of the strut
10
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