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A vertical frame of two legs shown below has a weight of 50kN hanging from point A. Determine the forces in legs 'AB' and 'AC' produced by the 50kN weight.

Physics

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Answer

Force in leg AB

33.434 kN\text{33.434 kN}

Force in leg AC

25.979 kN\text{25.979 kN}

Step-by-step solution

4 steps
  1. Calculate the angles of the legs with respect to the horizontal.

    Let D be the point directly below A on the line BC.
    The height AD=3.25 mAD = 3.25 \, \text{m}.
    The horizontal distance BD=1.75 mBD = 1.75 \, \text{m}.
    The horizontal distance DC=2.5 mDC = 2.5 \, \text{m}.

    The angle θ1\theta_1 (angle of leg AB with the horizontal) is given by:

    tan⁡(θ1)=ADBD=3.25 m1.75 m\tan(\theta_1) = \frac{AD}{BD} = \frac{3.25 \, \text{m}}{1.75 \, \text{m}} θ1=arctan⁡(3.251.75)≈61.699∘\theta_1 = \arctan\left(\frac{3.25}{1.75}\right) \approx 61.699^\circ

    The angle θ2\theta_2 (angle of leg AC with the horizontal) is given by:

    tan⁡(θ2)=ADDC=3.25 m2.5 m\tan(\theta_2) = \frac{AD}{DC} = \frac{3.25 \, \text{m}}{2.5 \, \text{m}} θ2=arctan⁡(3.252.5)=arctan⁡(1.3)≈52.431∘\theta_2 = \arctan\left(\frac{3.25}{2.5}\right) = \arctan(1.3) \approx 52.431^\circ
  2. Apply equilibrium equations at point A.

    Let FABF_{AB} be the force in leg AB and FACF_{AC} be the force in leg AC. The weight W=50 kNW = 50 \, \text{kN} acts vertically downwards.

    Sum of forces in the horizontal direction (∑Fx=0\sum F_x = 0):

    FACcos⁡(θ2)−FABcos⁡(θ1)=0F_{AC} \cos(\theta_2) - F_{AB} \cos(\theta_1) = 0 FACcos⁡(θ2)=FABcos⁡(θ1)(Equation 1)F_{AC} \cos(\theta_2) = F_{AB} \cos(\theta_1) \quad (\text{Equation 1})

    Sum of forces in the vertical direction (∑Fy=0\sum F_y = 0):

    FABsin⁡(θ1)+FACsin⁡(θ2)−W=0F_{AB} \sin(\theta_1) + F_{AC} \sin(\theta_2) - W = 0 FABsin⁡(θ1)+FACsin⁡(θ2)=W(Equation 2)F_{AB} \sin(\theta_1) + F_{AC} \sin(\theta_2) = W \quad (\text{Equation 2})
  3. Substitute the calculated angles and trigonometric values into the equations.

    Using θ1≈61.699∘\theta_1 \approx 61.699^\circ and θ2≈52.431∘\theta_2 \approx 52.431^\circ:
    cos⁡(θ1)≈0.4740\cos(\theta_1) \approx 0.4740
    sin⁡(θ1)≈0.8805\sin(\theta_1) \approx 0.8805
    cos⁡(θ2)≈0.6100\cos(\theta_2) \approx 0.6100
    sin⁡(θ2)≈0.7926\sin(\theta_2) \approx 0.7926

    From Equation 1:

    FAC(0.6100)=FAB(0.4740)F_{AC} (0.6100) = F_{AB} (0.4740) FAC=FAB0.47400.6100≈0.7770FABF_{AC} = F_{AB} \frac{0.4740}{0.6100} \approx 0.7770 F_{AB}

    Substitute this expression for FACF_{AC} into Equation 2:

    FAB(0.8805)+(0.7770FAB)(0.7926)=50 kNF_{AB} (0.8805) + (0.7770 F_{AB}) (0.7926) = 50 \, \text{kN} FAB(0.8805)+FAB(0.6150)=50 kNF_{AB} (0.8805) + F_{AB} (0.6150) = 50 \, \text{kN} FAB(1.4955)=50 kNF_{AB} (1.4955) = 50 \, \text{kN}
  4. Solve for FABF_{AB} and FACF_{AC}.

    FAB=50 kN1.4955≈33.434 kNF_{AB} = \frac{50 \, \text{kN}}{1.4955} \approx 33.434 \, \text{kN}

    Now, calculate FACF_{AC}:

    FAC=0.7770×33.434 kN≈25.979 kNF_{AC} = 0.7770 \times 33.434 \, \text{kN} \approx 25.979 \, \text{kN}

    The forces in the legs are:

    • Force in leg AB: 33.434 kN\boxed{\text{33.434 kN}}
    • Force in leg AC: 25.979 kN\boxed{\text{25.979 kN}}
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