00:01
In our question for today, we are given a steel rod which is 5 .5 feet long and it cannot stretch more than 0 .04 inches.
00:09
Now when a 2 kip, tensile load is applied to it, knowing that its modulus of elasticity is equal to 29 to 10 to the power 6 psi, we first need to determine the smallest diameter rod that should be used.
00:28
Let us have a steel rod, ab, of natural length 5 .5 feet.
00:33
Law.
00:34
Now under the action of a two kip tensile load, the rod stretches by a distance of 0 .04 inches, which is as shown in the figure.
00:49
Now we know that one kip is equal to 10 to the power 3 pounds, and 1 psi equals 1 pound inches to square.
01:02
Deformation in the rod can be given as p l on e.
01:10
Substituting the values, we have deformation by the order of 0 .04 inches equal to tension node which is equal to 2 into 10 to the power 3 pound, converting it from kips, length being 5 .5 feet...