1) we have given the length of rod and it`s weight:
L=8m, P=50N, P means weight and P=mg ---> g=9.81 N/kg.
Let`s to find the magnitude of F:
in this case, moments will be equal:
M1=M2 --> F2=P2 --> 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=mg.
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.
R1L=P -->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
TA3=Mg --> TA=M
Tc3=Mg2 --> Tc=2M
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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