From the figure
"Upward vertical component of " T_1 =>T_1sin40
"Horizontal component of " T_1 =>T_1cos40
"Wt of the plank at the mid point"=34xx9.8N
"Wt of the man at the point 0.5m from left end"=725N
"Leftward horizontal force"=T_3
"Upward vertical force on rope at left end" =T_3
The system is in equlibrium
So considering the equilbrium of forces in horizontal direction, we can write
T_3=T_1cos40...(1)
Considering the equilbrium of forces in vertial direction, we can write
T_2+T_1sin40=(725+34xx9.8)N
=>T_2+T_1sin40=1058.2N....(2)
Cosidering the moments of forces about left end we get
2xxT_1sin40=0.5xx725+1xx(34xx9.8)
=>T_1=695.7/(2sin40)N=541.16N
Inserting the value of T_1 in (1)
T_3=541.16xxcos40=414.55N
Inserting the value of T_1 in (2)
=>T_2+T_1sin40=1058.2N
=>T_2+541.16xxsin40=1058.2N
=>T_2=1058.2-541.16xxsin40~~710.35N