- #1
benndamann33
- 22
- 0
Hey guys,
I worked through this problem and feel as though I made a mistake. I attached the figure, without it it makes no sense.
Question: The suspended load weighs 600 lbs. Determine the reactions at A and B.
Examining just the bottom bar, I summed the forces in the x
and got Ax - BD cos(30) = 0
AX = BD cos(30)
and in the y direction
Ay +BD sin(30) -600 = 0
Ay = 600 - BDsin(30)
Moment balance around A
3BD sin(30) - 600*6 = 0
BD = 2400 lbs at 30 degrees to the -x axis
therefore
Ay = -600
Ax = 2078.5
I'd like to know if you guys agree with my answers and also...is the reaction at B equivalent to the force BD or is that incorrect? Thank you!
Ben
by the way - this isn't like a take home test I'm cheating on, it's a previous years test given to practice for this years test, not graded/collected or anything
I worked through this problem and feel as though I made a mistake. I attached the figure, without it it makes no sense.
Question: The suspended load weighs 600 lbs. Determine the reactions at A and B.
Examining just the bottom bar, I summed the forces in the x
and got Ax - BD cos(30) = 0
AX = BD cos(30)
and in the y direction
Ay +BD sin(30) -600 = 0
Ay = 600 - BDsin(30)
Moment balance around A
3BD sin(30) - 600*6 = 0
BD = 2400 lbs at 30 degrees to the -x axis
therefore
Ay = -600
Ax = 2078.5
I'd like to know if you guys agree with my answers and also...is the reaction at B equivalent to the force BD or is that incorrect? Thank you!
Ben
by the way - this isn't like a take home test I'm cheating on, it's a previous years test given to practice for this years test, not graded/collected or anything