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Kitty [74]
3 years ago
8

The heat input to an Otto cycle is 1000kJ/kg. The compression ratio is 8 and the pressure and temperature at the beginning of th

e compression stroke are 100kPa and 15°C. Determine a. The maximum temperature and pressure in the cycle b. The thermal efficiency of the cycle C. The net work output d. The mean effective pressure
Engineering
1 answer:
Naddik [55]3 years ago
8 0

Answer:

a. T_3=2027.1 K,P_3=5750.22 KPa  

b. \eta =0.564

c. Work out put = 564 KJ/kg

d. P_{mean}=786.61 KPa

Explanation:

Given that

Heat in put = 1000 KJ/kg

Compression ratio,r = 8

T_1=15 C  

P_1=100 KPa  

Process 1-2

\dfrac{T_2}{T_1}=r^{\gamma -1}

\dfrac{T_2}{273+15}=8^{1.4 -1}

T_2=661.65 K  

\dfrac{P_2}{P_1}=r^{\gamma}

\dfrac{P_2}{100}=8^{1.4}

P_2=1837.9 KPa  

Process 2-3

We know that for air

C_v=0.71\ \frac{KJ}{kg-K}

Q=C_v(T_3-T_2)

1000=0.71(T_3-661.5)

T_3=2027.1 K  

\dfrac{P_3}{P_2}=\dfrac{T_3}{T_2}

\dfrac{P_3}{1837.9}=\dfrac{2027.1}{661.5}

P_3=5750.22 KPa  

We know that efficiency of otto cycle  

\eta =1-\dfrac{1}{r^{\gamma -1}}

\eta =1-\dfrac{1}{8^{1.4-1}}

\eta =0.564

\eta =\dfrac{Work\ out\ put}{Heat\ in\ put}

0.564 =\dfrac{Work\ out\ put}{1000}

Work out put = 564 KJ/kg

v_1=\dfrac{RT_1}{P_1}

v_1=\dfrac{0.287\times 288}{100}

v_1=0.82656\ \frac{m^3}{kg}

So

v_2=\dfrac{0.82656}{8}\ \frac{m^3}{kg}

v_2= 0.103\frac{m^3}{kg}

Work\ out\ put\ = P_{mean}\times (v_1-v_2)

564= P_{mean}\times (0.82-0.103)

P_{mean}=786.61 KPa

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Answer:

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b. L ≈ 30.80 psf

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d. The alternate concentrated load is more critical to bending , shear and deflection

Explanation:

The given parameters of the beam the beam are;

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The dead load, D = 20 psf.

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The uniform floor live load, = 40 psf

The floor area, A = The span × The width = 26 ft. × 16 ft. = 416 ft.²

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b. The reduced floor live load, L in psf. is given as follows;

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The uniformly distributed total load for the beam, W_d = 812.8 ft./lb

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V_{max} = 812.8 × 26/2 = 10566.4 lbs

M_{max} =  812.8 × 26²/8 = 68,681.6 ft-lbs

v_{max} = 5×812.8×26⁴/348/EI = 4,836,329.333/EI

For the alternate concentrated load, we have;

P_L = 1000 lb

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V_{max} = 1,000 + 320 × 26/2 = 5,160 lbs

M_{max} =  1,000 × 26/4 + 320 × 26²/8 = 33,540 ft-lbs

v_{max} = 1,000 × 26³/(48·EI) + 5×320×26⁴/348/EI = 2,467,205.74713/EI

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Answer:

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