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KiRa [710]
3 years ago
9

Vehicles begin to arrive at a parking lot at 8:10 am at a constant rate of 6 veh/min until 8:25 am. There is no arrival from 8:2

5 am to 8:30 am. The flow rate after 8:30 am is 3 veh/min. The parking lot opens at 8:00 A.M. and vehicles can be processed at a constant rate of 1 vehicle every 15 seconds. Assuming deterministic (D/D/1) queuing, answer the following questions and show your results graphically:
a. when does the queue clear?
b. what is the longest queue and when does this occur?
c. what is the queue at 8:30 A.M.? [d. (3 points)] what is the maximum delay?
d. what is the average delay per vehicle from 8:00 am until the queue clears?
Engineering
1 answer:
tresset_1 [31]3 years ago
8 0

1.i am superman

2.175 175 175

3.em dilisues

4.bye classmate magbabalik pa ako

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A PMMA plate with a 25 mm (width) x 6.5 mm (thickness) cross-section has a contained crack of length 2c = 0.5 mm in the center o
victus00 [196]

Answer:

LAOD = 6669.86 N

Explanation:

Given data:

width= 25 mm = 25\times 10^{-3} m

thickness = 6.5 mm = 6.5\times 10^{-3} m

crack length 2c = 0.5 mm at centre of specimen

\sigma _{applied} =  1000 N/cross sectional area

stress intensity factor  =  k  will be

\sigma_{applied} = \frac{1000}{25\times 10^{-3}\times 6.5\times 10^{-3}}

                   = 6.154\times 10^{6} Pa

we know that

k =\sigma_{applied} (\sqrt{\pi C})

  =6.154\sqrt{\pi (2.5\times 10^{-04})}          [c =0.5/2 = 2.5*10^{-4}]

K = 0.1724 Mpa m^{1/2} for 1000 load

ifK_C = 1.15 Mpa m^{1/2} then load will be

Kc = \sigma _{frac}(\sqrt{\pi C})

1.15 MPa = \sigma _{frac}\times \sqrt{\pi (2.5\times 10^{-04})}

\sigma _{frac} = 41.04 MPa

load = \sigma _{frac}\times Area

load = 41.04 \times 10^6 \times 25\times 10^{-3}\times 6.5\times 10^{-3} N

LAOD = 6669.86 N

3 0
3 years ago
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Korolek [52]

Answer:

A C power is the answer

hope this helps

6 0
3 years ago
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If the density of states function in the conduction band of a particular semiconductor is a constant equal to K, derive the expr
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Answer:

full details of the answer is attached

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You are given a body with no body forces and told that the stress state is given as: ⎡ ⎣ 3αx 5βx2 + αy γz3 5βx2 + αy βx2 0 γz3 0
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Explanation:

∝ = 1 , β = 1 ,  y = 1

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Which of the following procedures best applies to assessing the embodied energy of a building?
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