Answer to Question #147671 in Mechanics | Relativity for Xavier

Question #147671
1. A uniform rod of length 8 m and weight 50 N rests on a support that is 2m from A. The rod is held in a horizontal position by a force F that acts vertically downwards at A. a.Work out the magnitude of F. b.Work out the reaction at the support. 2. A uniform rod of length 7 m and weight 100N rests horizontally on two supports. Work out the values of the reactions R1, and R2, acting at the supports. 3. A uniform rod AB of mass Mkg and length Im, is held horizontally in equilibrium by two vertical strings attached at points A and C where AC:CB= 3:1. Find, in terms of m, the tensions T, and T, in the strings attached to the rod at A and C respectively. 4. A uniform rod AB, of weight 30N and length 6m, sits horizontally in equilibrium on two supports at points C And D as shown in the diagram. The reactions of the supports on the rod at points C and D are Rc and Rd, respectively. Given that Rc = 4Rd, work out the length x.
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Expert's answer
2020-12-02T07:35:12-0500

1) we have given the length of rod and it`s weight:

L=8m, P=50N, P means weight and P=m"\\times"g ---> g=9.81 N/kg.

Let`s to find the magnitude of F:

in this case, moments will be equal:

M1=M2 --> F"\\times"2=P"\\times"2 --> F=P=50N.

Then we can find reaction force at supporter:

N(reaction force)=F+P=100N

2) we have given length and weight of rod:

L=7m, P=100N=m"\\times"g.

There is a bit confusing of problem that the location of supporters did not given. But i will solve this problem by considering locations of supportes at the edges.

R1"\\times"L=P"\\times""\\frac{L}{2}" -->R1=50N, then:

R1+R2=P --> R2=P-R1=50N.

Both of reaction forces are 50N

3) We have given mass and length of rod:

m=Mkg, L=lm, AC:CB=3:1.

T--> tensions on the strings

TA"\\times"3"\\times""\\frac{I}{4}"=M"\\times"g"\\times""\\frac{I}{4}" --> TA=M"\\times""\\frac{g}{3}"

Tc"\\times"3"\\times""\\frac{I}{4}"=M"\\times"g"\\times"2"\\times""\\frac{I}{4}" --> Tc=2"\\times"M"\\times""\\frac{g}{3}"

TA and TC are tensions on the strings.

4) Solving this problem is imposible without diagram. In the problem, diagram mentioned but not indicated.


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