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Virty [35]
3 years ago
14

If these components have weights WA = 50000 lb , WB=8000lb, and WC=6000lb, determine the normal reactions of the wheels D, E, an

d F on the ground.

Engineering
1 answer:
VLD [36.1K]3 years ago
5 0

Answer:

F(F) = 15037 lb

F(E) = 24481.5 lb

F(D) =  24481.5 lb

Explanation:

(The diagram of the figure and Free Body Diagram is attached)

<h3>Data given:</h3>

W(A) = 50,000 lb

W(B) = 8000 lb

W(C) = 6000 lb

<h3 /><h3>∑F = 0</h3>

F(F) + F(E) + F(D) - W(A) - W(B) - W(C) = 0

F(F) + F(E) + F(D) = W(A) + W(B) + W(C)

F(F) + F(E) + F(D) = 50000 + 8000 + 6000

F(F) + F(E) + F(D) = 64000 lb

<h3>∑M(o)</h3>

∑M(o) = M(F) + M(E) + M(D) + M(A) + M(B) + M(C)

Where

M(F) = 27i × F(F)k = -27F(F)j

M(E) = 14j × F(E)k = 14F(E)i

M(D) = -14j × F(D)k = -14F(D)i

M(A) = 7i × -50000k = 350,000j

M(B) = (4i - 6j) × -8000k = 48000i + 32000j

M(C) = (4i + 8j) × -6000k = -48000i + 24000j

<h3>∑M(x) = ∑M(i) = 0</h3>

∑M(i) = 14F(E) - 14F(D) = 0

F(E) = F(D)

<h3>∑M(y) = ∑M(j) = 0</h3>

∑M(j) = -27F(F) + 350,000 + 32,000 + 24,000 = 0

27F(F) = 406,000

F(F) = 15037 lb

<h3 /><h3>F(F) + F(E) + F(D) = 64000 lb</h3>

F(E) = F(D)

F(F) + 2F(E) = 64000

2F(E) = 64000 - 15037

2F(E) = 48963

F(E) = 24481.5 lb

F(D) =  24481.5 lb

<h3 /><h3 />

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Problem 9.11 A structural component in the form of a wide plate is to be fabricated from a steel alloy that has a plane strain f
BabaBlast [244]

Answer:

the critical flaw length is 10.06 mm

Explanation:

Given the data in the question;

plane strain fracture toughness K_{tc = 92 Mpa√m

yield strength σ_y = 900 Mpa

design stress is one-half of the yield strength ( 900 Mpa / 2 ) 450 Mpa

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we know that;

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we substitute

a_c = 1/π( 92 Mpa√m / (1.15 × 450 Mpa  )²

a_c = 1/π( 92 Mpa√m / (517.5 Mpa  )²

a_c = 1/π( 0.177777  )²

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5 0
3 years ago
8. A student lifts a 10.0 pound ball 7.00 feet in 7.00 seconds.
pshichka [43]

Answer:

(a) W = 70 lb-ft   (b) 94.85 J

Explanation:

Given that,

A student lifts a 10.0 pound ball 7.00 feet in 7.00 seconds.

(a) We need to find the work done.

Work done = Force × displacement

i.e.

W = 10 × 7

W = 70 lb-ft

(b) We know that,

1 lb-foot = 1.355 J

50 lb-ft = (70 × 1.355) J

= 94.85 J

Hence, this is the required solution.

8 0
3 years ago
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