7.1 Four forces of 100 N, 200 N, 300 N and 400 N respectively are acting on the same point, as shown in FIGURE 7.1 below - NSC Mechanical Technology Welding and Metalwork - Question 7 - 2017 - Paper 1
Question 7
7.1 Four forces of 100 N, 200 N, 300 N and 400 N respectively are acting on the same point, as shown in FIGURE 7.1 below. Determine, by means of calculations, the ma... show full transcript
Worked Solution & Example Answer:7.1 Four forces of 100 N, 200 N, 300 N and 400 N respectively are acting on the same point, as shown in FIGURE 7.1 below - NSC Mechanical Technology Welding and Metalwork - Question 7 - 2017 - Paper 1
Step 1
7.1 Determine the Resultant Force
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Answer
To find the resultant force, we need to calculate the horizontal and vertical components of the forces:
Horizontal Components:
For 200 N:
200cos(30∘)=173.21 N
For 300 N:
300cos(50∘)=192.84 N
For 400 N:
400cos(0∘)=400 N
For 100 N:
100 N is vertical (no horizontal component).
Summing up:
ΣH=−200+173.21+192.84+400=165.05 N
Vertical Components:
For 200 N:
200sin(30∘)=100 N
For 300 N:
300sin(50∘)=229.81 N
For 400 N:
0 N (horizontal force).
For 100 N:
100 N.
Summing up:
ΣV=100+229.81−100=229.81 N
Resultant Magnitude and Angle:
Magnitude:
R=(ΣH)2+(ΣV)2=(165.05)2+(229.81)2=278.71 N
Angle:
θ=tan−1(ΣHΣV)=tan−1(165.05229.81)=287.71∘ from east
Step 2
7.2.1 Stress in the bar
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Answer
To calculate stress, we use the formula:
σ=AF
where:
F=40 kN=40×103 N
A=4π×d2=4π×(0.056)2=2.46×10−3 m2.
Thus, the stress is:
σ=2.46×10−340×103=16.26×106 Pa
Step 3
7.2.2 Strain
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Answer
Strain (ϵ) is calculated as:
ϵ=Eσ
where:
σ=16.26×106 Pa
Young's modulus, E=90 GPa=90×109 Pa.
Therefore, strain is:
ϵ=90×10916.26×106=0.18×10−3
Step 4
7.2.3 Change in length
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Answer
The change in length (ΔL) can be calculated using:
ΔL=ϵ×L0
where:
L0=0.85 m.
Thus, the change in length is:
ΔL=(0.18×10−3)×0.85=0.15 mm
Step 5
7.3 Calculate Reactions in Supports A and B
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Answer
To find the reactions at supports A and B:
Moments about B:
Setting the sum of moments about B to zero:
ΣMB=(A×12)−(960×6)−(750×6)=0
Solve for A:
A=125760+6000=980 N
Moments about A:
Setting the sum of moments about A to zero:
ΣMA=(B×12)−(750×4)−(960×6)−(300×12)=0