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Aleks04 [339]
3 years ago
9

What should you consider when choosing the type of head protection

Engineering
1 answer:
Serggg [28]3 years ago
6 0

Answer: hope this helps u

Explanation:

Material,Flexibility,Comfort,Workplace Hazards

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The slotted link is pinned at O, and as a result of rotation it drives the peg P along the horizontal guide. Compute the magnitu
MariettaO [177]

Answer:

Find attached of the diagram that complete the question.

Velocity = 1.5 sec²θ m/s

Acceleration = 9 sec²θtanθ m/s²

Explanation:

Calculating the velocity:

V = dx/dt

x = 0.5tanθ

θ = 3t

ö = 3

V = d(0.5tanθ)/dt

   = 0.5*sec²θ*ö

   = 3*0.5sec²θ

  = 1.5 sec²θ m/s

Calculating the acceleration, we have;

a = dv/dt

 = d(1.5sec²θ)/dt

 = 1.5*2sec²θtanθ*ö

 = 1.5*2sec²θtanθ*3

 = 9sec²θtanθ m/s²

3 0
4 years ago
What are the laws that apply to one vehicle towing another?
Sergeu [11.5K]
The drawbar or other connections must be strong enough to pull all the weight of the vehicle being towed. The drawbar or other connection may not exceed 15 feet from one vehicle to the other.
5 0
3 years ago
In electric heaters, electrical energy is converted to potential energy. a)-True b)-false?
son4ous [18]

Answer:

False

Explanation:

In electric heater electric energy is converted into heat energy. In heater wires are present which have resistance and current is flow in heater when we connect the heater to supply.

And we know that whenever current is flow in any resistance then heat is produced so in electric heaters electric energy is converted into heat energy

So this is a false statement

8 0
3 years ago
Wind blows on the side of a fully enclosed hospital located on open flat terrain where V= 120 mi/h. Determine the external press
ss7ja [257]

Answer:

The external pressure is p = -21.9 psf or p = -8.85 psf

Explanation:

Given :

Velocity of wind, v = 120 mi / hr

$k_d = k_c =1 $   (wind direction factor)

$k _{zt} = 1 $  = topographical factor (for flat terrain)

$ q_n$ = velocity pressure at height h

$ \therefore q_n = 0.00256 k_z k_{zt} k_d v^2 $

$  q_n = 0.00256 \times  k_z (1)(1)(120)^2 $

    $ = 36.86 k_z$

But for height h = 30 ft, $ k_z$ = 0.98 (from table)

$ \therefore q_n = 36.86 \times 0.98 $

        = 36.16

Now, $ \frac{L}{B}= \frac{200}{200} =1$ ,   so $C_p=-0.5 $ (from table)

$p = q(G)(C_p)-q_n(GC_{pi})$

where, p = external pressure

            G = 0.85 = gust factor (for typical rigid building)

            $GC_{pi} = \pm 0.18 $   (internal pressure co efficient)

Therefore putting the values,

$p = (36.13)(0.85)(-0.5)-(36.13)(\pm 0.18)$

p = -21.9 psf or p = -8.85 psf

4 0
4 years ago
A metal rod is 0.600 m in length at a temperature of 15.0∘C. When you raise its temperature to 37.0∘C, its length increases by 0
Katyanochek1 [597]

Answer:

The coefficient of linear expansion of the metal is ∝ = 2.91 x 10⁻⁵  °C⁻¹.

Explanation:

We know that Linear thermal expansion is represented by the following equation

Δ L = L x ∝ x Δ T ---- (1)

where Δ L is the change in length, L is for length, ∝ is the coefficient of linear expression and  Δ T is the change in temperature.

Given that:

L = 0.6 m

T₁ = 15° C

T₂ = 37° C

Δ L = 0.28 mm

∝ = ?

Solution:

We know that Δ T = T₂ ₋ T₁

Putting the values of T₁  and T₂ in above equation, we get

Δ T = 37 - 15

Δ T =  22 °C

Also Δ L = 0.28 mm

Converting the mm to m

Δ L = 0.00028 m

Putting the values of Δ T, Δ L, L in equation 1, we get

0.00028 = 0.6 x ∝ x 22

Rearranging the equation, we get

∝ = 0.00028 / (0.6 x 16)

∝ = 0.00028 / 13.2

∝ = 2.12 x 10⁻⁵  °C⁻¹

4 0
4 years ago
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