pace Shuttle Challenger Disaster

Read the Space Shuttle Challenger Disaster reading posted on D2L. After reflecting on the issues of the case write a 1-2 page memo discussing each of the following questions:

1. What could NASA management have done differently?

2. What, if anything, could their subordinates have done differently?

3. What should Roger Boisjoly have done differently (if anything)? In answering this question, keep in

mind that, at his age, the prospect of finding a new job if he was fired was slim. He also had a family to

support.

4. What do you (the students) see as your future engineering professional responsibilities in relation to

both being loyal to management and protecting the public welfare?

Homework 5 due Monday 11/19 @ 11:30pm to D2L

Extra material available on youtube: https://www.youtube.com/watch?v=QbtY_Wl-hYI

The Space Shuttle Challenger Disaster

Adapted from material by the Department of Philosophy and Department of Mechanical Engineering Texas A&M University NSF Grant Number DIR-9012252

Introduction to the Case

On January 28, 1986, seven astronauts were killed when the space shuttle they were piloting, the Challenger, exploded at just over a minute into the flight. The failure of the solid rocket booster O-rings to seal properly allowed hot combustion gases to leak from the side of the booster and burn through the external fuel tank. The failure of the O-ring was attributed to several factors, including faulty design of the solid rocket boosters, insufficient low-temperature testing of the O-ring material and of the joints that the O-ring sealed, and lack of proper communication between different levels of NASA management.

Organizations/People Involved

Marshall Space Flight Center – in charge of booster rocket development Larry Mulloy – challenged the engineers’ decision not to launch Morton Thiokol – Contracted by NASA to build the solid rocket booster Alan McDonald – Director of the Solid Rocket Motors project Bob Lund – Engineering Vice President Robert Ebeling – Engineer who worked under McDonald Roger Boisjoly – Engineer who worked under McDonald Joe Kilminster – Engineer in a management position Jerald Mason – Senior executive who encouraged Lund to reassess his decision not to launch.

Key Dates 1974 – Morton-Thiokol awarded contract to build solid rocket boosters. 1976 – NASA accepts Morton-Thiokol’s booster design. 1977 – Morton-Thiokol discovers joint rotation problem. November 1981 – O-ring erosion discovered after second shuttle flight. January 24, 1985 – shuttle flight that exhibited the worst O-ring blowby. July 1985 – Thiokol orders new steel billets for new field joint design. August 19, 1985 – NASA Level I management briefed on booster problem. January 27, 1986 – night teleconference to discuss effects of cold temperature on booster performance. January 28, 1986 – Challenger explodes 72 seconds after liftoff.

Key Issues How does the implied social contract of professionals apply to this case? What professional responsibilities were neglected, if any? Should NASA have done anything differently in their launch decision procedure?

Background Pressure to launch

NASA managers were anxious to launch the Challenger for several reasons, including economic considerations, political pressures, and scheduling backlogs. Unforeseen competition from the European Space Agency put NASA in a position in which it would have to fly the shuttle dependably on a very ambitious schedule to prove the Space Transportation System’s cost effectiveness and potential for commercialization. This prompted NASA to schedule a record number of missions in 1986 to make a case for its budget requests.

The shuttle mission just prior to the Challenger had been delayed a record number of times due to inclement weather and mechanical factors. NASA wanted to launch the Challenger without any delays so the launch pad could be refurbished in time for the next mission, which would be carrying a probe that

would examine Halley’s Comet. If launched on time, this probe would have collected data a few days before a similar Russian probe would be launched.

There was probably also pressure to launch Challenger so that it could be in space when President Reagan gave his State of the Union address. Reagan’s main topic was to be education, and he was expected to mention the shuttle and the first teacher in space, Christa McAuliffe.

Solid rocket booster

The shuttle solid rocket boosters (or SRBs), are key elements in the operation of the shuttle. Without the boosters, the shuttle cannot produce enough thrust to overcome the earth’s gravitational pull and achieve orbit.

An SRB is attached to each side of the external fuel tank. Each booster is 149 feet long and 12 feet in diameter. Before ignition, each booster weighs 2 million pounds.

Solid rockets, in general, produce much more thrust per pound than their liquid fuel counterparts. The drawback is that, once the solid rocket fuel has been ignited, it cannot be turned off or even controlled. So it was extremely important that the shuttle SRBs be properly designed.

Morton Thiokol was awarded the contract to design and build the SRBs in 1974. Thiokol’s design is a scaled-up version of a Titan missile, which had been used successfully for years. NASA accepted the design in 1976.

O-rings

Each SRB joint is sealed by two O-rings: the bottom ring known as the primary O-ring, and the top known as the secondary O-ring. (The Titan booster had only one O-ring. The second ring was added as a measure of redundancy since the boosters would be lifting humans into orbit. Except for the increased scale of the rocket’s diameter, this was the only major difference between the shuttle booster and the Titan booster.)

The purpose of the O-rings is to prevent hot combustion gasses from escaping from the inside of the motor. To provide a barrier between the rubber O-rings and the combustion gasses, a heat-resistant putty is applied to the inner section of the joint prior to assembly. The gap between the tang and the clevis determines the amount of compression on the O-ring. To minimize the gap and increase the squeeze on the O-ring, shims are inserted between the tang and the outside leg of the clevis.

Launch Delays The first delay of the Challenger mission was due to a weather front expected to move into the area, bringing rain and cold temperatures. Usually a mission wasn’t postponed until inclement weather actually entered the area, but the Vice President was expected to be present for the launch and NASA officials wanted to avoid the necessity of the Vice President’s having to make an unnecessary trip to Florida, so they postponed the launch early. The Vice President was a key spokesperson for the President on the space program, and NASA coveted his good will. The weather front stalled, and the launch window had perfect weather conditions; but the launch had already been postponed.

The second launch delay was caused by a defective microswitch in the hatch locking mechanism and by problems in removing the hatch handle. By the time these problems had been sorted out, winds had become too high. The weather front had started moving again, and appeared to be bringing record-setting low temperatures to the Florida area.

NASA wanted to check with all of its contractors to determine if there would be any problems with launching in the cold temperatures. Alan McDonald, director of the Solid Rocket Motor Project at Morton- Thiokol, was convinced that there were cold-weather problems with the solid rocket motors and contacted two of the engineers working on the project, Robert Ebeling and Roger Boisjoly. Thiokol knew there was a problem with the boosters as early as 1977, and had initiated a redesign effort in 1985. NASA Level I management had been briefed on the problem on August 19, 1985. Almost half of the shuttle flights had

Gray smoke escaping from the right side SRB

Ice on the launch tower hours before Challenger launch

Plume on right SRV at T+58.788 seconds

experienced O-ring erosion in the booster field joints. Ebeling and Boisjoly had complained to Thiokol that management was not supporting the redesign task force.

The Night Before the Launch Temperatures for the next launch date were predicted to be in the low 20°s. This prompted Alan McDonald to ask his engineers at Thiokol to prepare a presentation on the effects of cold temperature on booster performance.

A teleconference was held between engineers and management from Kennedy Space Center, Marshall Space Flight Center in Alabama, and Morton-Thiokol in Utah. Boisjoly and another engineer, Arnie Thompson, knew this would be another opportunity to express their concerns about the boosters, but they had only a short time to prepare their data for the presentation.1

Thiokol’s engineers gave an hour-long presentation, presenting a convincing argument that the cold weather would exaggerate the problems of joint rotation and delayed O-ring seating. The lowest temperature experienced by the O-rings in any previous mission was 53°F, on the January 24, 1985 flight. With a predicted ambient temperature of 26°F at launch, the O-rings were estimated to be at 29°F.

After the technical presentation, Thiokol’s Engineering Vice President Bob Lund presented the conclusions and recommendations. His main conclusion was that 53°F was the only low-temperature data Thiokol had for the effects of cold on the operational boosters. The boosters had experienced O-ring erosion at this temperature. Since his engineers had no low-temperature data below 53°F, they could not prove that it was unsafe to launch at lower temperatures. He read his recommendations and commented that the predicted temperatures for the morning’s launch was outside the database and NASA should delay the launch, so the ambient temperature could rise until the O-ring temperature was at least 53°F. This confused NASA managers because the booster design specifications called for booster operation as low as 31°F. (It later came out in the investigation that Thiokol understood that the 31°F limit temperature was for storage of the booster, and that the launch temperature limit was 40°F. Because of this, dynamic tests of the boosters had never been performed below 40°F.)

Marshall’s Solid Rocket Booster Project Manager, Larry Mulloy, commented that the data was inconclusive and challenged the engineers’ logic. A heated debate went on for several minutes before Mulloy bypassed Lund and asked Joe Kilminster for his opinion. Kilminster was in management, although he had an extensive engineering background. By bypassing the engineers, Mulloy was calling for a middle-management decision, but Kilminster stood by his engineers. Several other managers at Marshall expressed their doubts about the recommendations, and finally Kilminster asked for a meeting off of the net, so Thiokol could review its data. Boisjoly and Thompson tried to convince their senior managers to stay with their original decision not to launch.

A senior executive at Thiokol, Jerald Mason, commented that a management decision was required. The managers seemed to believe the O-rings could be eroded up to one-third of their diameter and still seal properly, regardless of the temperature. The data presented to them showed no correlation between temperature and the blowby gasses which eroded the O-rings in previous missions. According to testimony by Kilminster and Boisjoly, Mason finally turned to Bob Lund and said, “Take off your engineering hat and put on your management hat.”

Joe Kilminster wrote out the new recommendation and went back online with the teleconference. The new recommendation stated that the cold was still a safety concern, but their people had found that the original data was indeed inconclusive and their “engineering assessment” was that launch was recommended, even though the engineers had no part in writing the new recommendation and refused to sign it.

Alan McDonald, who was present with NASA management in Florida, was surprised to see the recommendation to launch and appealed to NASA management not to launch. NASA managers decided to approve the boosters for launch despite the fact that the predicted launch temperature was outside of their operational specifications.

The Launch

During the night, temperatures dropped to as low as 8°F, much lower than had been anticipated. To keep the water pipes in the launch platform from freezing, safety showers and fire hoses had been turned on. Some of this water had accumulated, and ice had formed all over the platform. There was some concern that the ice would fall off of the platform during launch and might damage the heat-resistant tiles on the shuttle. The ice inspection team thought the situation was of great concern, but the launch director decided to go ahead with the countdown. (Note that safety limitations on low temperature launching had to be waived and authorized by key personnel several times during the final countdown. These key personnel were not aware of the teleconference about the solid rocket boosters that had taken place the night before.)

At launch, the impact of ignition broke loose a shower of ice from the launch platform. Some of the ice struck the left-hand booster, and some ice was actually sucked into the booster nozzle itself by an aspiration effect. Although there was no evidence of any ice damage to the Orbiter itself, NASA analysis of the ice problem was wrong. The booster ignition transient started six hundredths of a second after the igniter fired. The aft field joint on the right-hand booster was the coldest spot on the booster: about 28°F. The booster’s segmented steel casing ballooned and the joint rotated, expanding inward as it had on all other shuttle flights. The primary O-ring was too cold to seal properly, the cold-stiffened heat resistant putty that protected the rubber O-rings from the fuel collapsed, and gases at over 5000°F burned past both O-rings across 70 degrees of arc.

Eight hundredths of a second after ignition, the shuttle lifted off. Engineering cameras focused on the right-hand booster showed about nine smoke puffs coming from the booster aft field joint. Before the shuttle cleared the tower, oxides from the burnt propellant temporarily sealed the field joint before flames could escape.

Fifty-nine seconds into the flight, Challenger experienced the most violent wind shear ever encountered on a shuttle mission. The glassy oxides that sealed the field joint were shattered by the stresses of the wind shear, and within seconds flames from the field joint burned through the external fuel tank. Hundreds of tons of propellant ignited, tearing apart the shuttle.

One hundred seconds into the flight, the last bit of telemetry data was transmitted from the Challenger.

Civil Engineering

reflecting on the issues 

of the case write a 1-2 page memo discussing each of the following questions

1-what could NASA management have done differently?

2- what, if anything, could their subordinates have

done differently?

3- what should Roger Boisjoly have done differently

(if anything)? In answering this question, keep in

mind that, at his age, the prospect of finding a new job if he was fired was slim. He also had a family to support

4-  what do you (the students) see as your future engineering professional responsibilities in relation 

to both being loyal to management and protecting the public welfare 

RM WK 1

For this assignment you will need to write a one page summary report to include the followings parts:

Part 1: Identifying Project Scope Risk

Document a scope risk from a past or current project of yours and include the following:

· A description of the issue.

· Why it was a problem. Be specific on the details: days of slippage, money spent, overtime worked, scope dropped, or other consequences.

· Describe the root cause (or causes) of the problem.

Part 2: Identifying Project Schedule Risk

Complete the requirements of the attached Calamari Project.

Part 3: Identifying Project Resource Risk

Document a resource risk from a past or current project of yours and include the following:

•A description of the issue.

•Why it was a problem. Be as specific as possible: Include data on timing, cost, and other consequences of the risk.

•Describe the root cause of the problem.Forthisassignmentyouwillneedtowriteaonepagesummaryreporttoincludethefollowingsparts:Part1:IdentifyingProjectScopeRiskDocumentascoperiskfromapastorcurrentprojectofyoursandincludethefollowing:·Adescriptionoftheissue.·Whyitwasaproblem.Bespecificonthedetails:daysofslippage,moneyspent,overtimeworked,scopedropped,orotherconsequences.·Describetherootcause(orcauses)oftheproblem.Part2:IdentifyingProjectScheduleRiskCompletetherequirementsoftheattachedCalamariProject.Part3:IdentifyingProjectResourceRiskDocumentaresourceriskfromapastorcurrentprojectofyoursandincludethefollowing:•Adescriptionoftheissue.•Whyitwasaproblem.Beasspecificaspossible:Includedataontiming,cost,andotherconsequencesoftherisk.•Describetherootcauseoftheproblem.For this assignment you will need to write a one page summary report toinclude the followings parts:Part 1: Identifying Project Scope RiskDocument a scope risk from a past or current project of yours and include thefollowing: A description of the issue. Why it was a problem. Be specific on the details: days of slippage, moneyspent, overtime worked, scope dropped, or other consequences. Describe the root cause (or causes) of the problem.Part 2: Identifying Project Schedule RiskComplete the requirements of the attached Calamari Project.Part 3: Identifying Project Resource RiskDocument a resource risk from a past or current project of yours and includethe following:•A description of the issue.•Why it was a problem. Be as specific as possible: Include data on timing, cost,and other consequences of the risk.•Describe the root cause of the problem.

Water Treatment Plant

San Diego State University

Department of Civil, Construction, and Environmental Engineering

ENVE 441 – Water Treatment Engineering

Fall 2018

Due on Friday, December 7, 2018 at 1:00 p.m.

A new community near Rancho San Diego in San Diego County requires a water

treatment plant (WTP) that meets current regulations. You have been assigned to design the

basic water treatment processes for a 4 mgd conventional WTP with ozone (rapid mix,

coagulation, sedimentation, rapid sand filter, and ozone/chlorine disinfection). The peak flow

to average flow ratio is 1.5:1 for purposes of determining the number of treatment trains. The

WTP uses Sweetwater Reservoir as its source water with characteristics listed on the next page.

Design temperature range 5oC to 30oC. The geology limits basin depth to 20 feet.

For this project, you will prepare a report on the design of the WTP processes. Include

any necessary design criteria, chemicals, and calculations to design and size the processes. This

is an independent research project; you are expected to review available reference information

and determine the appropriate formula for sizing the processes on an individual basis.

The report should conform to the following requirements:

1. The report must be written using Microsoft office or other word processing software.

2. The report should include one cover page, at least two pages of text (12 point font,

single spaced), a process schematic with chemical addition indicated, a plan view

showing treatment trains, meq/L table, meq/L liter bar chart, water quality table

(influent vs. MCL), a summary table with design criteria and process dimensions for

each process, chemical equations, at least one photo, at least one calculation page,

and one reference page. Minimum is 6 total pages.

3. Submit hardcopy and electronic copy (by email – tmsmith@sdsu.edu) of the report

by the due date and time.

Suggested Format:

 Introduction – Discuss the WTP type and capacity, determine the number of treatment trains, draw the process schematic with chemical addition locations indicated, draw a simple plan view with treatment trains. (text, schematic, plan view) (can be hand drawn)

 Water Quality – prepare the influent water quality table to calculate milliequivalent per liter, draw the milliequivalent per liter bar chart, calculate hardness; list regulatory requirements MCL versus actual influent water quality in a table and indicate whether each constituent complies (water quality table, meq/L bar chart, MCL table vs. influent)

 Process Descriptions – Briefly discuss the function of each process. What does it involve? How does it work? List Chemical Equations for chemicals added (text, chemical equations, photo)

 Design Criteria – List the criteria used to design and size each process (summary table)

 Size Process – Size each process (summary table/calculations)

 References – List your references (reference page)

Process Sizing Requirements:  Rapid Mix – Volume, Length, Width, Depth, G, mixer hp, chemicals required(use L=W=D)  Flocculation – Volume, Length, Width, Depth, Detention Time, Velocity, G, mixer hp  Sedimentation – Volume, Length, Width, Depth, Detention Time, Velocity, Overflow

Rate, Weir Length, Number of Weirs, Traveling Bridge or Chain-and-Flight  Rapid Sand Filter – Filtration Rate, Media Diameter, Bed Depth, Required Head, Length,

Width, Depth, Quantity of Backwash Water, Percentage Used for Backwash Water  Disinfection – Disinfection Contact Basin used for both Chlorine or Ozone with Residual

Chlorine. Determine Concentration, Contact Time, Length, Width, Depth (for governing criteria of chlorine or ozone)

The project will be evaluated on the basis of technical quality, accuracy of information, and readability. The project will be graded out of 100% and the breakdown is as follows:

1. Plant layout, introduction, readability, organization of the report, references – 25% 2. Process descriptions, chemistry, technical quality, accuracy of information – 25% 3. Design criteria, sizing, calculations – 50%

Conventional Water Treatment Plant with Ozone

Influent Water Characteristics (2017)* (from Sweetwater Reservoir), average values

Turbity 7.9 NTU

Color 43 units

Total Organic Carbon 11.5 ppm

Calcium 100 ppm

Magnesium 25.6 ppm

Sodium 160 ppm

Bicarbonate 200 ppm

Sulfate 177 ppm

Chloride 245 ppm

pH 7.9

Iron 152 ppb

Manganese 203 ppb

*For other parameters see “Sweetwater Reservoir” in handout from Lecture

OZONE and Cl2

John F. Kennedy International Airport

Topic:

Select a commercial airport and conduct a security review based on open source information about the airport collected online or from a visit to the airport. 

Because of security issues at airports, you will not be able to obtain detailed 

information. Just make an assumption as to what security the airport has or does not have. Based on what you learned in the course and what information you have obtained about the airport you selected develop a written airport security program as discussed in the Price & Forrest text and from your research.

The paper will be 10-15 pages, double spaced, 12-point font, Times New Roman, free of spelling and grammar errors. 

APA format with cover page, headers, numbered pages, table of contents, abstract, body of the report, and at least 5 references (Scholarly Articles).

OUTLINES FOR THE PAPER

1) Present the overall design of the airport to include diagrams.  

2) Discuss the number of flights, destinations, and airlines operating from this airport. How many passengers pass through these facilities daily or annually?

3) Present a threat analysis for this airport.  

4) Also consider the history of airport incidents. 

5) How is the security of the airport provided and paid for? Who is the responsible authorities? How much has been invested in security upgrades in recent years? 

PRESENTATION SLIDES 

The slide presentation will act as a visual briefing on the airport security plan research paper. 

Topic: Use the same airport that you selected to conduct a security review based on open source information about the airport collected online or from a visit to the airport and develop a slide briefing on the results of your research including major components of your written security program.

Slide presentation will be at least 15-20 slides with a cover slide. The slides need to 

be free of spelling and grammar errors. Photos are encouraged and each slide will have a reference in APA format for both the text and photo.

Transportation

TTE 4003

– Fall

2018

– Paper Assignment

This paper

is    assigned in order 

to 

strengthen

your

writing skills

and get you familiar with the type of 

report

format

you w

ill be preparing in your future careers

The 

paper

is  required

to be a m

aximum 4 pages 

(excluding cover, tables, figures and references). It must 

be typed, single

-spaced

, times new roman 

or serif font size 12. 

Please select one of the following topics:

1.

Transportation safety and vulnerable road users

2.

Transportation demand management

3.

Urban eco

nomics for traffic congestion

4.

A dilemma of Public Transportation: Is BRT a right solution? 

5.

Better transportation

-land use planning for transit oriented development  

6.

Importance of Freight in Florida and its impact in the State’s economy 

7.

Assessing the imp

act of transportation in public health

8.

The future of transportation with connected and autonomous vehicles

Follow these requirements so that you do not lose points. You must include in your paper:

Cover page with title, name, class name, date and keywords

Introduction/background section

Main content/body section

Conclusions/Findings/Discussion section

References: Minimum of 5

trustworthy (i.e. not Wikipedia

, not random internet sites, and not 

class lecture material, etc.

) articles

/reports

(preferably peer reviewed journal articles

and/or 

State or U.S. DOT reports

) on the subject of your choice (from the list above)

Submit the article in MS Word

document through

Canvas. Online submission only.

The paper will be 

checked for plagiarism using Turnitin software

The assignment is due on November 21

th

,  end of the day.

There will be a presentation for 5 points during the last 3 classes. The presentation is for each student, 

and it will be for a maximum of 5 minutes.

Engineering Management Assignment

Discuss, IN YOUR OWN WORDS using 500 words or more, the relationship between users and roles in databases. Explain why we use roles rather than simply assigning rights and privileges to each individual user. Consider how to handle new hires and job changes.

Cite your sources in-line and at the end. Provide a URL for your citations. Do not copy without providing proper attribution. Use quotes to indicate where you have used other’s words. 

Use the five paragraph format. Each paragraph must have at least five sentences. Include 3 quotes cited in-line and in a list of references. Include an interesting meaningful title.

It is important that you use your own words and I don’t want to read superficial material that I could read on Wikipedia, that you cite your sources, that you comply with the instructions regarding length of your paper. 

EGN3365 Materials EngineeringFall 2018Term Report

o

Please  select  one  of  the  topics  below  and  write  a  final  report  addressing  materials  choice  (some 

products  can  select  more  than  one  material),  critical  material  properties,  manufacturing  process 

and other potential applications of the materials. 

o

Please include a cover page as first page of your report with the title, your name and PID.

o

6  pages  (include  cover  page)  limit  including  reference  list  (Font  Times  New  Roman  12,  1.5 

spacing).

o

Originality check will be applied by Turnitin. 20% or more similarity to open access resource or 

other people’s reports will be considered plagiarism. 

o

Please submit your report as

PDF

through Canvas and use Turnitin to generate a check report. If 

there   is   any   problem   to   submit   through   Canvas,   you   can   also   send   the   report   to 

ikhak002@fiu.edu

 with  a  file  title: 

EGN3365_your  name_panther  ID

.  Iman  will  send  you  a 

confirmation indicating the receipt of the report. 

Design, Analysis And Testing Of Direct-Coupled Multistage BJT Amplifiers Used In Implementation Of Multistage Amplifiers

A) Design a multi-stage amplifier to the following specifications:

AV = -250 ( 5%) – No Load

RIN > 10 K

RO < 50 

fLOW < 50 Hz

fHIGH > 150 KHz

Must support an undistorted 2.5V(p-p) sinewave output into a 1Megohm RLoad (10mvp-p

nominal input)

Must support an undistorted 2.0V(p-p) sinewave output into a 100ohm RLoad (Input may be

adjusted up or down as necessary to demonstrate this)

CALIFORNIA STATE POLYTECHNIC UNIVERITY, POMONA Electrical and Computer Engineering Department

ECE 3200 Lab Experiment #12

Page 1 of 1

Multi-Stage Amplifier Design Objective: The objectives of this experiment are to design, construct, and test a multi-stage amplifier. Pre-Lab: A) Design a multi-stage amplifier to the following specifications:

AV = -250 ( 5%) – No Load RIN > 10 K RO < 50  fLOW < 50 Hz fHIGH > 150 KHz Must support an undistorted 2.5V(p-p) sinewave output into a 1Megohm RLoad (10mvp-p

nominal input) Must support an undistorted 2.0V(p-p) sinewave output into a 100ohm RLoad (Input may be

adjusted up or down as necessary to demonstrate this) B) Each student shall design, construct, and test his/her own circuit. This experiment is to test

each individual’s design capability. C) Turn in a copy of the schematic portion of your prelab with the entire circuit design. Be

prepared to show performance calculations to the instructor prior to the start of the lab. Keep a copy of the schematic for yourself.

* Lab time will limited, you will want to breadboard the circuit prior to the lab session. Instructor’s recommendation is not to use a direct & shared-bias cascade scheme – recall the challenges in maintaining correct biasing from Week #3. List of Parts: As necessary to meet the performance specifications. Procedure: Test your amplifier circuit and read and record all the necessary data to verify that it performs to the design specifications. Demonstrate your results to the instructor. For the 100ohm loaded output, read and record the output voltage your circuit can support just at the onset of clipping. Data Analysis: Perform an error analysis comparing/contrasting the calculated values from your pre-lab to the measured values from the experiment.