|May18-10, 09:39 AM||#1|
finding the shear centre of a non-homogeneous cross section cross
for the following cross section
the ratio Eb/Ep=30
find the shear centre of the cross section
first of all i need to find the equivalent cross section, which will be the same except that the horizontal parts will be of length n*L=30*1=30cm
since this cross section has an axis of symmetry, i know that the shear centre passes through that axis, now all i need to find is the distance "eo"
i know that i can move the force to the shear centre and the cross section must feel the same moment, i calculated the moment about a point that passes through the Vertical portion so that only the sums of the horizontal shearing stresses have an effect on the moment,
i know that Q1y is the 1st area moment of each of the horizantal portions,
shearing stress=[tex]\int[/tex][tex]\int[/tex](V*Q/I/b)da*2.15 where 2.15 is the distance between the horizontal forces
e=[2.15/(I*0.15)]*0.15*[tex]\int[/tex](0.16125*s)ds -->from 0 to 30
the correct answer is somehow meant to be 0.408cm, can anyone see where i have gone wrong??
|May18-10, 11:47 PM||#2|
your line: "shearing stress=LaTeX Code: \\int LaTeX Code: \\int (V*Q/I/b)da*2.15 where 2.15 is the distance between the horizontal forces"
comment: I'm not sure what all those integral signs are doing. I thought shearing stress was just V*Q/I/b. (That is, the result of integration). OK, so you multiply by area to get force, and then by 2.15 to obtain moment. So should your "shearing stress" read as "moment"?
|May19-10, 12:46 PM||#3|
o yes, thats correct, meant to be moment, but it still wont change the answer,
im beginning to think that the way i expanded the cross section was incorrect, i just made the 2 horizontals 30 times longer ( to the right) maybe i was meant to expand them to both sides, 14.5 to each side,
doing this would still not give me a correct answer, but much closer,
by doing this i get 0.49cm
is it possible that the answer i was given in the textbook (0.408) is incorrect,
could someone please check this for me
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