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olga nikolaevna [1]
3 years ago
9

The normal stress at gage H calculated in Part 1 includes four components: an axial component due to load P, σaxial, P, a bendin

g component due to load P, σbend, P, an axial component due to load Q, σaxial, Q, and a bending component due to load Q, σbend, Q. Calculate σaxial, P and σbend,P. Use the sign convention for normal stresses. If a normal stress component is tension, it is positive, and if it is compression, it is negative.

Engineering
1 answer:
Degger [83]3 years ago
7 0

Answer:

hello your question has some missing information attached to the answer is the missing component

Answer : αaxial,p = -6.034 ksi ( compressive )

             αbend,p = 19.648 ksi ( tensile )

Explanation:

αaxial, p = \frac{-p}{A}   equation 1

αbend, p = \frac{(P*A)*\frac{d}{2} }{I_{z} } equation 2

P = load = 35 kips

A = area of column = 5.8 in^{2}

d = column cross section depth = 9.5 in

I_{Z} = 55.0 in^{4}

Hence equation 1 becomes

αaxial,p = -35 / 5.8 = - 6.034 ksi ( compressive )

equation 2 becomes

αbend, p = \frac{(35*6.5)(\frac{9.2}{2}) }{55} = + 19.648 ksi ( tensile )

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Modulus of resilience is: (a) Slope of elastic portion of stress- strain curve (b) Area under the elastic portion of the stress-
Vedmedyk [2.9K]

Answer: b) Area under the elastic portion of the stress-strain curve

Explanation:

By definition, resilience is the strain-energy density stored by the material when it is stressed to the proportional limit defined by Hooke's Law. Resilience is given by the following expression:

μ(r) = \sigma(pl)^{2} / 2E

μ(r) is the modulus of resilience

σ(pl) is the stress to the proportional limit

E is the elastic modulus

When you look at the stress-strain curve, the area under the elastic portion (up to the proportional limit) can be obtained by the area of a triangle with base equal to the strain (σ) and height equal to the stress (ε):

Ω = (b . h) / 2 = (σ(pl) . ε) / 2

Using Hooke's Law: σ = E . ε  → ε = σ/E

Replacing the expression in the area equation:

Ω = (σ(pl) . ε) / 2 = \sigma(pl)^{2} / 2E = μ(r)

3 0
3 years ago
If a vacuum gau ge reads 9.62 psi, it means that: a. the very highest column of mercury it could support would be 19.58 inches.
scZoUnD [109]

Answer:All of the above

Explanation:

9.62 psi means 497.49 mm of Hg pressure

for (a)19.58 inches is equals to 497.49 mm of Hg

(b)atmospheric pressure is 14.69 psi

vaccum gauge is 9.62psi

absolute pressure is=14.69-9.62=5.07

(c)vaccum means air is sucked and there is negative pressure so it tells about below atmospheric pressure.

thus all are correct

8 0
4 years ago
Bob and Alice are solving practice problems for CSE 2320. They look at this code: for(i = 1; i <= N; i = (i*2)+17 ) for(k = i
MissTica

Answer:

Alice is correct.

The loop are dependent.

Explanation:

for(i = 1; i <= N; i = (i*2)+17 )

for(k = i+1; k <= i+N; k = k+1) // notice i in i+1 and i+N

printf("B")

This is a nested for-loop.

After the first for-loop opening, there is no block of statement to be executed rather a for-loop is called again. And the second for-loop uses the value of i from the first for-loop. The value of N is both called from outside the loop.

So, the second for-loop depend on the first for loop to get the value of i. For clarity purpose, code indentation or use of curly brace is advised.

8 0
3 years ago
Read 2 more answers
A 75 ohm coaxial transmission line has a length of 2.0 cm and is terminated with a load impedance of 37.5 + j75 Ohm. If the diel
Hatshy [7]

Answer:

The load reflection coefficient, \Gamma =0.62\angle 82.875^{\circ} \Omega

Reflection coefficient at input,  \Gamma = 0.62\angle - 147.518^{\circ} \Omega

SWR = 4.26

Given:

Characteristic impedance of the co-axial cable, Z_{c} = 75 \Omega

Length of the cable, L = 2.0 cm = 0.02 m

Z_{Load} = 37.5 + j75 \Omega

Dielectric constant, K = 2.56

frequency, f = 3.0 GHz = 3.0 \times 10^{9} Hz

Explanation:

In order to calculate the reflection coefficient at load, we first calculate these:

The line input impedance Z_{i} is given by:

Z_{i} = Z_{c}\frac{Z_{Load} + jZ_{c} tan(\beta L)}{Z_{c} + jZ_{Load} tan (\beat L)}                     (1)

Now, we calculate the value of \beta:

\beta = \frac{2\pi}{\lambda'} = \farc{2\pi f\sqrt{K}}{c}

(since, \lambda' = \farc{c}{f\sqrt{K}})

\beta = \farc{2\pi f\sqrt{2.56}}{3\times 10^{8}} = 100.53

Now, Substituting the value in eqn (1):

Z_{i} = 75\frac{37.5 + j75 + j75 tan(100.53\times 0.02)}{75 + j(37.5 + j75) tan ( 100.53\times 0.02)} = 18.99 - j20.55 \Omega = 27.98\angle - 47.257^{\circ} \Omega    

Now, the load reflection coefficient is given by:

\Gamma = \frac{Z_{Load} - Z_{c}}{Z_{c} + Z_{Load}}}

Thus

\Gamma = \frac{37.5 + j75 - 75}{75 + 37.5 + j75}} = 0.077 + j0.615 = 0.62\angle 82.875^{\circ} \Omega

Similarly,

Reflection coefficient at input:

\Gamma' = \frac{Z_{i} - Z_{c}}{Z_{c} + Z_{i}}}

\Gamma' = \frac{18.99 - j20.55 - 75}{75 + 18.99 - j20.55}} = - 0.523 - j0.334 = 0.62\angle - 147.518^{\circ} \Omega

Now, the SWR is given by:

SWR, Standing Wave Ratio = \frac{1 +|\Gamma|}{1 - |\Gamma|}

SWR = \frac{1 +|0.62|}{1 - |0.62|} = 4.26

8 0
3 years ago
An air-standard dual cycle has a compression ratio of 9.1 and displacement of Vd = 2.2 L. At the beginning of compression, p1 =
jok3333 [9.3K]

Answer:

a) T₂ is 701.479 K

T₃ is 1226.05 K

T₄ is 2350.34 K

T₅ is 1260.56 K

b) The net work of the cycle in kJ is 2.28 kJ

c) The power developed is 114.2 kW

d) The thermal efficiency, \eta _{dual} is 53.78%

e) The mean effective pressure is 1038.25 kPa

Explanation:

a) Here we have;

\frac{T_{2}}{T_{1}}=\left (\frac{v_{1}}{v_{2}}  \right )^{\gamma -1} = \left (r  \right )^{\gamma -1} = \left (\frac{p_{2}}{p_{1}}  \right )^{\frac{\gamma -1}{\gamma }}

Where:

p₁ = Initial pressure = 95 kPa

p₂ = Final pressure =

T₁ = Initial temperature = 290 K

T₂ = Final temperature

v₁ = Initial volume

v₂ = Final volume

v_d = Displacement volume =

γ = Ratio of specific heats at constant pressure and constant volume cp/cv = 1.4 for air

r = Compression ratio = 9.1

Total heat added = 4.25 kJ

1/4 × Total heat added = c_v \times (T_3 - T_2)

3/4 × Total heat added = c_p \times (T_4 - T_3)

c_v = Specific heat at constant volume = 0.718×2.821× 10⁻³

c_p = Specific heat at constant pressure = 1.005×2.821× 10⁻³

v₁ - v₂ = 2.2 L

\left \frac{v_{1}}{v_{2}}  \right =r  \right = 9.1

v₁ = v₂·9.1

∴ 9.1·v₂ - v₂ = 2.2 L  = 2.2 × 10⁻³ m³

8.1·v₂ = 2.2 × 10⁻³ m³

v₂ = 2.2 × 10⁻³ m³ ÷ 8.1 = 2.72 × 10⁻⁴ m³

v₁ = v₂×9.1 = 2.72 × 10⁻⁴ m³ × 9.1 = 2.47 × 10⁻³ m³

Plugging in the values, we have;

{T_{2}}= T_{1} \times \left (r  \right )^{\gamma -1}  = 290 \times 9.1^{1.4 - 1} = 701.479 \, K

From;

\left (\frac{p_{2}}{p_{1}}  \right )^{\frac{\gamma -1}{\gamma }}= \left (r  \right )^{\gamma -1} we have;

p_{2} = p_{1}} \times \left (r  \right )^{\gamma } = 95 \times \left (9.1  \right )^{1.4} = 2091.13 \ kPa

1/4×4.25 =  0.718 \times 2.821 \times  10^{-3}\times (T_3 - 701.479)

∴ T₃ = 1226.05 K

Also;

3/4 × Total heat added = c_p \times (T_4 - T_3) gives;

3/4 × 4.25 = 1.005 \times 2.821 \times  10^{-3} \times (T_4 - 1226.05) gives;

T₄ = 2350.34 K

\frac{T_{4}}{T_{5}}=\left (\frac{v_{5}}{v_{4}}  \right )^{\gamma -1} = \left (\frac{r}{\rho }  \right )^{\gamma -1}

\rho = \frac{T_4}{T_3} = \frac{2350.34}{1226.04} = 1.92

T_{5} =  \frac{T_{4}}{\left (\frac{r}{\rho }  \right )^{\gamma -1}}= \frac{2350.34 }{\left (\frac{9.1}{1.92 }  \right )^{1.4-1}} =1260.56 \ K

b) Heat rejected =  c_v \times (T_5 - T_1)

Therefore \ heat \ rejected =  0.718 \times 2.821 \times  10^{-3}\times (1260.56 - 290) = 1.966 kJ

The net work done = Heat added - Heat rejected

∴ The net work done = 4.25 - 1.966 = 2.28 kJ

The net work of the cycle in kJ = 2.28 kJ

c) Power = Work done per each cycle × Number of cycles completed each second

Where we have 3000 cycles per minute, we have 3000/60 = 50 cycles per second

Hence, the power developed = 2.28 kJ/cycle × 50 cycle/second = 114.2 kW

d)

Thermal \ efficiency, \, \eta _{dual} =  \frac{Work \ done}{Heat \ supplied} = \frac{2.28}{4.25} \times 100 = 53.74 \%

The thermal efficiency, \eta _{dual} = 53.78%

e) The mean effective pressure, p_m, is found as follows;

p_m = \frac{W}{v_1 - v_2} =\frac{2.28}{2.2 \times 10^{-3}} = 1038.25 \ kPa

The mean effective pressure = 1038.25 kPa.

3 0
4 years ago
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