A stepladder of negligible weight is constructed as shown in the figure below, w
ID: 2041008 • Letter: A
Question
A stepladder of negligible weight is constructed as shown in the figure below, with AC -BC--4.40 m. A painter of mass m -75.0 kg stands on the ladder d-3.00 m from the bottom. Assuming the floor is frictionless, find the following. (Suggestion: Treat the ladder as a single object, but also treat each half of the ladder separately.) (a) the tension in the horizontal bar DE connecting the two halves of the ladder 151.3 It may be easier to work out the normal forces (part b) before solving this part. N (b) the normal forces at A and B at A at B (c) the components of the reaction force at the single hinge C that the left half of the ladder exerts on the right half rightward component upward componentExplanation / Answer
theta = angle between ground and ladder
cos theta = (L/4)/L = 1/4
theta = arccos (1/4) = 75.5 deg
In left half of ladder
Now using Force balacne in Horizontal direction:
Fx_net = 0 = T - Rx
T = Tension in the DE
Rx = resction force at the hinge C in horizontal direction
So, T = Rx
Using Force balance in Vertical direction:
Fy_net = 0 = Ry + Na - W
W = Weight of painter = 75*9.8 = 735 N
Na = Normal force at A
Ry + Na = 735 N
Torque Balance in left half about top of the ladder
Net torque = 0 = W*(d - L)*cos 75.5 deg + T*(L/2)*sin 75.5 deg - Na*L*cos 75.5 deg
735*(4.40 - 3)*cos 75.5 deg + T*2.2*sin 75.5 deg = Na*4.4*cos 75.5 deg
257.64 + T*2.13 = Na*1.1
Now In the right half of ladder
Horizontal force balance will give
T = Rx
Vertical Force balance will be
Fy_net = 0 = Nb - Ry
Nb = Ry
Torque balance about the top will be
Nb*L*cos 75.5 deg - T*(L/2)*sin 75.5 deg = 0
Nb*1.1 = T*2.13
Now We have these five equations:
T = Rx
Ry + Na = 735
257.64 + T*2.13 = Na*1.1
Nb = Ry
Nb*1.1 = T*2.13
Solving above five equations: (reduce them into 3 equation by replacing Rx with T and Ry with Nb)
Nb + Na = 735
257.64 + T*2.13 = Na*1.1
Nb*1.1 = T*2.13
Now Solving above three equations
T = 129.31 N (part A)
Na = 484.61 N & Nb = 250.39 N (Part B)
Rx = 129.31 N & Ry = 250.39 N (Part C)
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