Consider the situation shown in figure (6-E2). Calculate (a) the acceleration of the 1.0 kg blocks, (b) the tension inthe string ocnecting the 1.0 kg blocks and (c) the tensionin th tring attached to 0.50 kg.
From the free body diagrams,
T+0.5a−0.5g=0μR+1a+T1−T=0μR+1a−T1=0μR+a=T1
From Equation (ii) and (iii) we have
⇒R−T1=T1⇒T=2T1
Equation (ii) becomes μR+a+T1−2T1=0⇒μR+a−T1=0⇒T1=μR+a=0.2g+a
⇒T1=0.5g−0.5a2=0.25g−0.25a
From equatons (iv) and (v),
0.2g+a=0.25g−0.25a
⇒a=0.051.25×10=0.4×10m/s2
(a) Acceleration of 1 kg block each is 0.4 m/s2
(b) Tension, T1=0.2g+a+0.4=2.4N(c)t=0.5g−0.5a=0.5×10−0.5×0.4=4.8N