A steel element with an elasticity modulus of 29,000 ksi, square section with dimensions of 4in, sectional area of 16in^2, moment of inertia of 21.33in^4 and long= 75in
A steel element with an elasticity modulus of 29,000 ksi, square section with dimensions of 4in, sectional area of 16in^2, moment of inertia of 21.33in^4 and long= 75in
a. Determine the vertical force (F) necessary for a contraction of 0.02in
b. If a horizontal force is applied at the end of 5 kips, determine the normal bending force at point A.
IF Skips Min in ₂ hy A BIEN
A steel element with an elasticity modulus of 29,000 ksi, square section with dimensions of 4in, sectional area of 16in^
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