A steel element with an elasticity modulus of 29,000 ksi, square section with dimensions of 4
In, sectional area of 16 in?, moment of inertia of 21.33 in^ and length 12.
Determine the vertical force (F) necessary for a contraction of 0.02 in.
If a horizontal force is applied at the end of 5 kips, determine the normal stress by
Bending at point A.k
Skips 39,0 ㅁ Hin 4in 39 in A AZ
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