Respuesta :
Answer:
Tbc = 230.69 N ; Fac = 172.31 N
Explanation:
Sum of forces in y direction:
[tex]T_{BC} * sin (35) = 300*sin (70) + F_{AC}*sin (60) .... Eq 1\\[/tex]
Sum of forces in x direction:
[tex]T_{BC} * cos (35) + F_{AC}*cos (60)= 300*cos (70) .... Eq 1\\[/tex]
Solving Eq 1 and Eq 2 simultaneously:
[tex]T_{BC} = 281.9077862 + \sqrt{3} / 2 * F_{AC}\\\\F_{AC} (1.736868124) = 300*cos (70) - 491.4912266*cos (35)\\\\F_{AC} = - \frac{300}{1.736868124}\\\\F_{AC} = - 172.73 N\\\\T_{BC} = 230.69 N[/tex]
Answer: Tbc = 230.69 N ; Fac = 172.31 N
(a) The tension in the cable at AC is -200.67 N.
(b) The tension in the cable at BC is 328.99 N.
Forces resolved along y-axis
The sum of the forces in y-direction is calculated as follows;
T(BC)sin(35) = 400 x sin(65) + F(AC) sin(60) --- (1)
Forces resolved along x-axis
T(BC)cos(35) + F(AC) cos(60) = 400 x cos(65) ---(2)
From equation(1);
[tex]T_{BC} = \frac{400 \times sin(65) \ + \ F_{AC} sin(60)}{sin(35)} \\\\T_{BC} = 632 + 1.51F_{AC}[/tex]
From equation (2);
0.82T(BC) + 0.5F(AC) = 169.1
[tex]0.82(632 + 1.51F_A_C) + 0.5F_A_C= 169.1\\\\518.24 + 1.24F_A_C + 0.5F_A_C = 169.1\\\\F_A_C = \frac{-349.14}{1.74} \\\\F_A_C = -200.67 \ N[/tex]
T(BC) = 632 + 1.51(-200.67)
T(BC) = 328.99 N
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