strength training system For the shear stress. and the shear stress in this case is. 8.43! kasi and i can also now sell for the. angle! twist and the angle a twist is point. 0064! radiance per inch you can also solve the. shear stress for a rectangular. cross-section. using these equations here the. disadvantage is that the using these. equations is that they rely on this. table and this be over a does not equal. one at these numbers. then you have to interpolate the problem. taking the problem that i solve for be. four! i'll use a table from the previous slide. the salt for the shear stress and the. angle of twist. the first part is solving this problem. is to solve for the polar moment of. inertia! the salt for the polar moment of inertia. i need to the right k1. to derive k1 i have to have be over a. which equals six so going to the table. k1 equals .3 and also this. self for the shear stress i dk to. and k2 chris 6 equals .3 also. so taking those values the shear stress. would equal 8.53 kasi. aunt the angle of twist. would equal points 0064 radiance for its. now comparing these two the asses from. the previous problem. you will notice that this year. stress is slightly different but the. angle a twist. is the same now i'm gonna talk about. shear flow! on a beam that has 10 wall sections. shear flow is how the shear stress. flows through each subsection at the. park in relation to torque. the sulfur the sheer flow %uh each. subsection you to use the following. equations! shown here here's an example it using. shear flow to find the maximum stress. on the walls up the subsections.
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