Oy Tyx Figure 1 x-direction stress 60MPA(compression), y-direction stress 40MPA(compression), negative shear stress 30MPA Using your assigned point determine the following for the yz-plane: a) From basic priciples determine the stresses on the plane of the indicated angle 1. (50). Show al calculations. Draw the orientation of the stress block for this scenario. b) Repeat question (a) using a Mohr circle. c) Using a Mohr circle, determine and draw the maximum stress block of the in-plane maximum shear and principle stresses. d) Determine the stresses and orientation of the stress block where the normal stress is zero. Make use of the stress transformation equations. e) Determine the values of absolute maximum shear stress and corresponding normal stress
Oy Tyx Figure 1 x-direction stress 60MPA(compression), y-direction stress 40MPA(compression), negative shear stress 30MPA Using your assigned point determine the following for the yz-plane: a) From basic priciples determine the stresses on the plane of the indicated angle 1. (50). Show al calculations. Draw the orientation of the stress block for this scenario. b) Repeat question (a) using a Mohr circle. c) Using a Mohr circle, determine and draw the maximum stress block of the in-plane maximum shear and principle stresses. d) Determine the stresses and orientation of the stress block where the normal stress is zero. Make use of the stress transformation equations. e) Determine the values of absolute maximum shear stress and corresponding normal stress
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Angle 1
Oy
Tyx
Txy
Ox
Tyx
Figure 1
x-direction stress 60MPA(compression), y-direction stress 40MPA(compression),
negative shear stress 30MPA
Using your assigned point determine the following for the yz-plane:
a) From basic priciples determine the stresses on the plane of the indicated angle 1.
(50°). Show al calculations. Draw the orientation of the stress block for this scenario.
b) Repeat question (a) using a Mohr circle.
c) Using a Mohr circle, determine and draw the maximum stress block of the in-plane
maximum shear and principle stresses.
d) Determine the stresses and orientation of the stress block where the normal stress is
zero. Make use of the stress transformation equations.
e) Determine the values of absolute maximum shear stress and corresponding normal
stress.
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