CE 342 DESIGN OF STEEL STRUCTURES Summer 2016

ACADEMIC INTEGRITY SCOPE AND OBJECTIVES: TEXTS: COMPUTER FACILITIES: INSTRUCTOR: READING/ CLASS PREP: DESIGN PROBLEMS: EXAMS:

This is an entirely online course, therefore, it is critical that all students read and understand all Penn State University academic integrity policies (see attached information). Student work will be monitored and academic integrity policies will be vigorously enforced. The design of steel structures, structural steel behavior, evaluation, and design for: tension members; compression members; flexural members; composite steel and concrete members; beam-columns; and connections by the AISC Load and Resistance Factor philosophy. Geschwindner, L.G., Unified Design of Steel Structures, 2nd Edition, Wiley,

2012, ISBN 978-0-470-44403-0 AISC Steel Construction Manual, 14th Edition, 2010 Course Pack, Summer 2016 Students must have access to the PSU online course management system and be able to complete other electronic tasks as discussed in the attached. J.A. Laman, PhD, PE, 231J Sackett Bldg., 863-0523, jlaman@psu.edu Course assistance as discussed in the attached Reading assignments and preparation are listed in the included Lecture Preparation and Assignments. Each student is expected to complete the assigned reading prior to viewing videos in order to best comprehend the material, complete design problems, and prepare for examinations. Design problems are assigned weekly throughout the course. See attached for required student homework solution upload to the ANGEL course website dropbox and homework assignment and due date schedule. Two proctored exams will be administered – one mid-term and a final. See the attached procedures for proctored exams. Each student must complete and submit an Exam Proctor Form at least two weeks prior to each examination (two forms from each student for this course).

GRADE WEIGHT:

The course grade will be based on (detailed requirements next page): 5% - Adherence to Course Requirements 25% - Design Problems 70% - Examinations (35% mid-term, 35% final) 100% - Total

The following Pennsylvania State University policies on academic integrity apply to all aspects of this course:

• Academic Administrative Policies and Procedures Manual, G-9: Academic Integrity http://www.psu.edu/oue/aappm/G-9-academic-integrity.html

• Undergraduate Advising Handbook, Academic Integrity http://handbook.psu.edu/content/academic-integrity

• University Faculty Senate Policy 49-20 Academic Integrity http://www.psu.edu/ufs/policies/separate_policy/49-20.htm

ACADEMIC INTEGRITY The following Pennsylvania State University policies on academic integrity apply to all aspects of this course:

• Academic Administrative Policies and Procedures Manual, G-9: Academic Integrity http://www.psu.edu/oue/aappm/G-9-academic-integrity.html

• Undergraduate Advising Handbook, Academic Integrity http://handbook.psu.edu/content/academic-integrity

• University Faculty Senate Policy 49-20 Academic Integrity http://www.psu.edu/ufs/policies/separate_policy/49-20.htm

The Pennsylvania State University, College of Engineering, Academic Integrity Statement: The University defines academic integrity as the pursuit of scholarly activity in an open, honest and responsible manner. All students should act with personal integrity, respect other students’ dignity, rights and property, and help create and maintain an environment in which all can succeed through the fruits of their efforts (refer to Senate Policy 49-20). Dishonesty of any kind will not be tolerated in this course. Dishonesty includes, but is not limited to, cheating, plagiarizing, fabricating information or citations, facilitating acts of academic dishonesty by others, having unauthorized possession of examinations, submitting work of another person or work previously used without informing the instructor, or tampering with the academic work of other students. Students who are found to be dishonest will receive academic sanctions and will be reported to the University’s Office of Student Conduct for possible further disciplinary sanctions (refer to Senate Policy G-9). A note from the instructor: In any case where submitted course work materials are suspected of not meeting the highest standards of academic integrity, Penn State students involved will be reported to the Penn State College of Engineering Dean’s Office and academic integrity violation reports placed in their College of Engineering files. Non-Penn State Students will be dropped from the course with a grade of “F”. Students not familiar with what constitutes an academic integrity violation are strongly encourage to read the Pennsylvania State University policies. If a student finds themself in a difficult situation, the best course of action is to speak with the instructor immediately. OFFICE FOR DISABILITY SERVICES Penn State welcomes students with disabilities into the University's educational programs. Every Penn State campus has an office for students with disabilities. The Office for Disability Services (ODS) Web site provides contact information for every Penn State campus: http://equity.psu.edu/ods/dcl. For further information, please visit the Office for Disability Services Web site: http://equity.psu.edu/ods. In order to receive consideration for reasonable accommodations, you must contact the appropriate disability services office at the campus where you are officially enrolled, participate in an intake interview, and provide documentation: http://equity.psu.edu/ods/doc-guidelines. If the documentation supports your request for reasonable accommodations, your campus’s disability services office will provide you with an accommodation letter. Please share this letter with your instructors and discuss the accommodations with them as early in your courses as possible. You must follow this process for every semester that you request accommodations.

ADHERENCE TO COURSE REQUIREMENTS Because this is a web-based course and there are no class meetings, it is extremely important that every student accept the responsibility of learning and adhering to course requirements. The administration of an online course involves detailed requirements for communication, submittal of work, execution of examinations, adherence to a schedule, completing all reading assignments, and viewing all video lectures in addition to an intellectual commitment to learn the course material. It is each student’s responsibility to read and understand all course requirements and follow them. Where a student has demonstrated a lack of ability to follow course instructions and requirements, the 5% weight will be adjusted by a loss of 5 to 10 points for each occurance out of 100 possible. COMPUTER FACILITIES Each student must have access to a computer facility capable of the following – this is essential for the course:

• Ready and continuous access to the Penn State University ANGEL course website, • Download and upload of PDF files from and to ANGEL, • Scanning homework solutions to create a PDF file (see below), • Viewing and listening to videos, and • Viewing dynamic PDF pencasts with embedded audio.

COURSE ASSISTANCE The instructor will communicate with students and respond to questions via email (jlaman@psu.edu). Every effort will be made to provide a response withing 24 hours, however, certain periods of travel may extend the response time. Please use the following guidelines for seeking course assistance:

• Short questions – email text format is generally sufficient to formulate the question and response.

• Complex questions – attach an image, drawing, or figure to the email requesting assistance. Format must be PDF.

• Consultation with the instructor via phone or video/voice by appointment. READING/CLASS PREPARATION To facilitate preparation and understanding, a detailed reading assignment list is provided below. Students are strongly encouraged to complete all reading relating to a particular topic before advancing to videos and pencasts on that topic. Videos and pencasts are designed to enhance the reading materials, not as a substitute or alternative for the reading materials. DESIGN PROBLEMS Design problems are assigned on a regular basis and are to be submitted electronically for grading. All submitted work must be on engineering paper, in pencil, and double spaced. See the following pages for required guidelines and professional format sample. Design problems are intended to be challenging and require the application and extension of recent class lectures and reading. Design problems are not a repeat of class examples, therefore, each solution requires the application of design principles to engineer a safe and economical structure. It is expected that all submitted design problem solutions will represent an individual

student effort (see the Pennsylvania State University academic integrity policies for guidance); however, study groups are acceptable and encouraged. All submitted student design problem solutions are to be in PDF format, black and white or gray scale (no color), in a single file, with file size not to exceed 1MB – adjust the scan resolution as required – gray scale and 200 dpi is sufficient. The following file naming convention will be strictly enforced: LASTNAME_342_HW#.PDF or for example: SMITH_342_HW1.PDF Upload the single PDF file to ANGEL in the corresponding drop box by the deadline provided. Files not meeting the above file naming convention will be rejected. Late homework will not be accepted – the drop box will close at the published time. Each student is responsible for ensuring that the practice problem file has been correctly submitted. See the CE342 Design Problem Schedule for assigned problems and due dates.

Preparation, Organization, and Presentation of Professional Calculations

A goal for students in this course is to learn to prepare professional quality engineering calculations. Work submitted for this engineering course has same standards for professionalism as calculations developed by an engineer in practice.

1. Put your name, date, assignment identification/title, and page number on each page 2. Begin each problem at the top of a new sheet of paper 3. Start with the problem statement and given information. A “Given/Find” approach is

acceptable. 4. Use engineering paper or graph paper 5. Only write on the front of the paper (3-hole punches on the left side) 6. Use pencil and eraser – when making corrections, erase unwanted marks completely 7. The flow and organization of all work must be from top of calculation page to bottom 8. State all approximations and provide all references 9. Confirm all estimates when enough design information is available to do so 10. Write all formula in general terms first before substituting values 11. Always provide units for every number through all steps of the calculation 12. Spread work out allowing for corrections as needed later – Do not attempt to present all

calculations into a small area. Paper is cheap and plentiful. 13. Label key steps to make it easy to follow sequence of work 14. Use a straight edge for all figures and drawings 15. Draw all figures to a scale 16. Consider significant figures – generally limit all results to 3 significant figures 17. Circle, underline, or box final answers 18. Begin assignments well in advance of the due date to allow ample time for questions 19. Carefully review all assignments to ensure nothing has been missed 20. Carefully review all assignments to ensure that the results are reasonable – does it make

engineering sense

Page #Subject of Calculation: _________________________________________________

CE342, Su2016. Calculation Originator: ___________________ Date: ________

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PROCTORED EXAMS Each student is required to secure a proctor for this course and submit the procotor information form for approval no less than 2 weeks prior to each examination. Forms may be e-mailed, faxed, or sent via US mail to the address below. Students who do not submit the proctor information form by the assigned due date will receive a ZERO grade for that examination.

Notes: 1. The proctors's e-mail address must be a business/government e-mail. Any e-mails

ending in yahoo.com, gmail.com, hotmail.com, or other similar web-based e-mail addresses are not acceptable.

2. If you are located near University Park, the Office of Continuing & Distance Education in the College of Engineering will make proctor arrangements for you. Please contact them at the address below to make arrangements. (No proctor form is needed)

Send Completed forms to:

Michael Sechrist Penn State University Continuing & Distance Education 301-A Engr Unit C University Park, PA 16802 Phone: 814-863-3494 mss32@psu.edu

Students who complete all reading assignments in a timely manner, view all videos and pencasts, take careful notes, and complete practice problems independently and methodically will successfully respond to examination questions. No make-up examinations or alternate times from that listed in the schedule will be provided –registering for this course constitutes a contract to meet all requirements as specified herein.

Examination Instructions – Proctor and Student 1. Proctored examinations must be completed within one, 3:00:00 hour time period – no

additional time is to be provided by the proctor or requested by the student.2. The 3:00:00 hour time period must be mutually agreed upon between the student and the

proctor and be within the allotted examination days.3. Any item or reference not explicity permitted by these instructions is to be considered

prohibited from the examination room.4. The Geschwindner, L.G., Unified Design of Steel Structures text is permitted in the

examination room.5. Note materials that were accumulated as a direct result of this CE342 course are

permitted in the examination room.6. Scientific, non-programable calculators are permitted in the examination room.

Computers or other programmable devices are strictly prohibited.7. Cell phones, iPads, tablet PCs or any other communication device or internet access

capable device of any type are not permitted in the examination room.8. Backpacks of any type are not permitted in the examination room.9. Examination solutions must be submitted on standard engineering paper, in pencil,

double spaced – follow homework guidelines provided here.10. Each examination requires the submission of a study summary (5% of the examination

grade). This study summary is limited to one piece of 8½″ x 11″ engineering paper –include as much on one piece of paper as needed – no limitations on sides. The summarymust be stand alone – it must list equations, etc. explicitly and not refer to otherdocuments.

11. The completed examination is to be immediately submitted in person by the student tothe proctor at the conclusion of the 3:00:00 time period. The proctor must:

a. make a photocopy of the examination student solution (exams have been lost inthe mail);

b. deliver (FedEx, UPS, USPS) the original examination student solution,including the examination sheets, to:

Michael Sechrist Penn State University Continuing & Distance Education 301-A Engr Unit C University Park, PA 16802 Phone: 814-863-3494 mss32@psu.edu

c. secure the examination photocopy until receipt of the original examination byPenn State has been confirmed; and then

d. destroy the examination student solution photocopy.

Examination Instructions – Student 1. Provide an organized, neat, and legible solution in pencil on engineering paper.2. Double space the solution to allow for grading comments.3. Present no more than 3 signifcant figures for calculation results.4. Write your initials and page number in the upper right corner of each solution page.5. Staple the examination sheet and solution together, examination sheets on top, summary

note page on bottom.6. Show all calculations and identify each step for credit. Clearly state and justify all

assumptions.

COURSE GRADING POLICY

Graded assignments and examinations may vary in difficulty, therefore, it may be necessary to adjust final course grades to account for this variability. The adjusted course semester mean grade will be the center of the standard university grading scale range for a “B-” (81.50%). Exception to this adjustment: if the raw mean score is greater than 81.50%, students keep their raw scores – scores will never be adjusted downward. The standard university grading scale is as follows:

93.00 to 100 A 90.00 to 92.99 A- 87.00 to 89.99 B+ 83.00 to 86.99 B 80.00 to 82.99 B- (adjusted course average = 81.50%) 77.00 to 79.99 C+ 70.00 to 76.99 C 60.00 to 69.99 D 0.00 to 59.99 F

CE 342 DESIGN OF STEEL STRUCTURES SCHEDULE MATRIX SUMMER 2016

Wk Date Topic Preparation Reading Video Lecture Design Problems

1 5/9

INTRODUCTION TO DESIGN OF STEEL STRUCTURES • Course administration • Role of Structural Engineer

Course Pack (CP): Syllabus and Admin pgs xx – xx. Course Pack: Introduction to Structural Steel Design Geschwindner (Gesch) Preface Gesch Chapter 1 sections 1.1-1.10, 1.13-1.15

0.0_VID_CE342_Admin.wmv Assign Design Problem #1

AISC SHAPES, LRFD/ASD AND LOAD COMBINATION • Codes and Specifications • Steel Materials and Shapes • LRFD vs ASD • LRFD Load Combo

CP pgs xx to xx Gesch Chapter 2 sections 2.1-2.4, 2.5 (LRFD only) Gesch Chapter 3 sections 3.4, 3.6 AISC pgs 1-1 to 1-127, 2-10 to 2-13, 2-48, 2-49, 16.1-iii to 16.1-lvi, 16.1-1 to 16.1-9, 16.1-10 to 16.1-11, 16.1-241 to 16.1-260

2.1_VID_LoadComboLRFD.wmv (Includes Example #1)

TENSION MEMBER BEHAVIOR • Tension Member Behavior • AISC Part 16, Ch D requirements • Tension Yield • Tension Fracture • Tension Net Area

CP pgs xx to xx AISC Part 5, “TEN”. AISC Part 16, Ch. B, section B1 through B3 AISC Part 16, Ch. D, section D1 and D2 Gesch Ch 4 sections 4.1, 4.2, 4.3, 4.4

4.1_VID_TensionBehavior.wmv (Includes Example #2)

2 5/16

TENSION MEMBER EVALUATION • Shear Lag U factor • Tension Design Strength

CP pgs. xx - xx AISC Part 16, Ch. D, section D3 Gesch Ch 4, section 4.5 (LRFD only) Review Design Problem #2 Review Design Problem #3

4.2_VID_TensionEval.wmv (Includes Examples #3 and #4).wmv

Assign Design Problem #2 Assign Design Problem #3 DP#1 due

TENSION MEMBER EVALUATION • Block Shear

CP pgs. xx - xx Gesch Ch 4, section 4.6, 4.7 (LRFD only) Gesch Ch 10, section 10.10 (block shear) AISC Ch. J, section J4.3

4.3_VID_TensionBlkShr.wmv (Includes Example #5

TENSION MEMBER EVALUATION • Block Shear • Slenderness Requirement

CP pgs. xx to xx Begin Design Problem #2 Begin Design Problem #3

4.4_VID_TensionBlkShrSlndr.wmv (Includes Examples #6 & #7)

3 5/23

TENSION MEMBER DESIGN • Tension Member Design Process

Review Design Problem #4

4.5_VID_TensionDesign.wmv (Includes Example #8)

Assign Design Problem #4 Design Problem #3 due

COMPRESSION MEMBER BEHAVIOR • Typical Column Shapes • Intro to Column Behavior • Euler’s Buckling Derivation

CP pgs xx to xx (Course Project) Gesch Ch 5, sections 5.1, 5.2 AISC Part 16, Ch E, sections 1, 2, and 3 AISC Part 16 Ch E commentary, pgs 16.1-292 to 294

5.0_VID_ComprIntro.wmv

COMPRESSION MEMBER EVALUATION • Effective Length • AISC Column Evaluation • AISC Local Buckling

Gesch Ch 5 section 5.3, 5.5 AISC Part 16, Ch. B

5.1_VID_ComprBehaveEval.wmv (Includes Example #9)

Assign Design Problem #5

4 5/30

COMPRESSION MEMBER DESIGN • Column Design Procedure • AISC Part 4 “COL” Design Aid

AISC Part 4 “COL” Gesch Ch 5 section 5.7 (LRFD only)

5.2_VID_ComprDesignA.wmv (Includes Examples #9 and #10)

Design Problem #4 due

COMPRESSION MEMBER DESIGN • AISC Column Design Process

Course Packet pgs. xx to xx AISC Part 4

5.3_VID_ComprDesignB.wmv (Includes Example #11)

Assign Design Problem #6

COLUMNS IN FRAMES • Sway and no-sway • AISC Alignment Charts

AISC Part 16, Appendix 7 Comm, pg 16.1-509 to 514 Gesch Ch 5, section 5.5

5.4_VID_ComprFrames.wmv (Includes Examples #12 and #13)

Design Problem #5 due

5 6/6

FLEXURAL MEMBER EVALUATION • Fexural Behavior and Capacity • Unbraced Length Limit of Plastic

Moment Strength • Inelastic Lateral Torsional Buckling • Elastic Lateral Torsional Buckling

AISC Part 16, Ch F, sections 1, 2, and 3 Gesch Ch 6, section 6.1

6.1_VID_FlexBehaviorA.wmv

FLEXURAL MEMBER EVALUATION • The Cb Moment Adjustment Factor • Calculation of Lb and Lr • Local Buckling – T. B4.1

AISC Part 16, Ch. F, Sections 1 and 2 Gesch Ch 6, sections 6.2, 6.3

6.2_VID_FlexBehaviorB.wmv Design Problem #6 due

6 6/13

FLEXURAL MEMBER EVALUATION • AISC Evaluation Process

AISC Part 16, Ch. F, Sections 1 and 2 AISC Part 3 “BEAM” Gesch Ch 6, sections 6.2, 6.3

6.3_VID_FlexEvalA.wmv (Includes Examples #15 and #16)

Assign Design Problem #7

FLEXURAL MEMBER EVALUATION • Non-compact Section (W14×90) • Calculation of Cb

AISC Part 16, Ch. F, Sections 1 and 2 AISC Part 3 “BEAM” Gesch Ch 6, sections 6.2, 6.3

6.4_VID_FlexEvalB.wmv (Includes Example #17)

FLEXURAL MEMBER EVALUATION • Shear behavior and Evaluation

Course Packet pgs xx to xx AISC Part 16, Ch. G, Sections 1 and 2 Gesch Ch 6, section 6.7

6.5_VID_FlexShear.wmv (Includes Example #18)

7 6/20

FLEXURAL MEMBER DESIGN • Serviceability and Deflection Limits • AISC Beam Design Aids, Part 3

“BEAM”

Course Pack pgs xx to xx AISC Part 3, Beam Design Aids – φMn vs Lb graphs Gesch Ch 6, section 6.4, 6.13

6.6_VID_FlexDesignA.wmv (Includes Example #20)

Assign Design Problem #8

FLEXURAL MEMBER DESIGN • AISC Beam Design Aids

Course Pack pgs xx to xx AISC Part 3, Beam Design Aids – φMn vs Lb graphs Gesch Ch 6, section 6.4

6.7_VID_FlexDesignB.wmv (Includes Example #21 and #22)

Design Problem #7 due

FLEXURAL MEMBER DESIGN • Concentrated Forces

AISC Part 16, Ch. J10, Sections 1, 2, 3, 4, 5 Gesch Ch 6, section 6.14

6.8_VID_FlexDesignConcF.wmv (Includes Example #23)

8 6/27 TENSION, COMPRESSION, AND FLEXURAL 3-Hour Mid-Term Examination available Thursday, June 30. Must be completed by 5:00pm, Sunday, July 3. The original examination student solution and original exam must be received no later than close of business, July 6.

9 7/4

COMPOSITE BEAM BEHAVIOR • Composite Beam Introduction • Composite Beam Behavior • Deflections

Course Packet pgs xx to xx AISC Part 16, Ch. I, Section 3 Gesch Ch 9, section 9.1, 9.2, 9.3, 9.4

9.1_VID_CompBmBehavior.wmv Assign Design Problem #9

COMPOSITE BEAM EVALUATION • Effective slab • Composite Beam with NA in concrete • Moment capacity, Mn

AISC Part 16, Ch. I, Section 3 Gesch Ch 9, section 9.5.1

9.2_VID_CompBmEvalA.wmv (Includes Example #24)

Design Problem #8 due

COMPOSITE BEAM EVAL • Composite Beam with NA in concrete • Composite Beam with NA in steel

AISC Part 16, Ch. I, Section 3 Gesch Ch 9, section 9.5.1

9.3_VID_CompBmEvalB.wmv (Includes Example #25)

Assign Design Problem #10

10 7/11

COMPOSITE BEAM EVAL/SHEAR STUDS • Shear stud strength • Shear stud spacing • Effect of metal deck

Course Pack pgs xx to xx AISC Part 16, Chapter I, pgs 16.1-97 to 101 Gesch Ch 9, section 9.6, 9.7

9.4_VID_CompBmStuds.wmv Design Problem #9 due

COMPOSITE BEAM DESIGN • Composite Beam Design Aids • Composite Beam Design

AISC Part 3, Table 3-19, pgs 3-158 to 191 AISC Part 3, Table 3-20, pgs 3-192 to 208 AISC Part 3, Table 3-21, pg 3-209 Gesch Ch 9, section 9.5.3, 9.9

9.5_VID_CompBmDesign.wmv (Includes Example #26)

COMPOSITE BEAM SERVICEABILITY/CONSTRUCTABILITY • Deflections of Composite Sections

AISC Part 3, Table 3-20 AISC Part 3, T. 3-20 discussion pg 3-13 Gesch Ch 9, section 9.10

9.6_VID_CompBmDefl.wmv

11 7/18

BEAM-COLUMN EVALUATION/DESIGN • Axial and Flexure Interaction • 2nd Order Effects

AISC Part 16, Chapter H, section H1.1, H1.2 AISC Part 16, Appendix 8 Gesch Ch 8, sections 8.1, 8.2, 8.38.4

8.1_VID_BmColBehaviorA.wmv (Includes Example #27 Part 1)

Design Problem #10 due

BEAM-COLUMN EVALUATION • Continue 2nd Order Effects

AISC Part 16, Appendix 8 Gesch Ch 8, sections 8.1, 8.2, 8.3, 8.4

8.2_VID_BmCol2ndOrd.wmv

BEAM-COLUMN EVALUATION • Continue 2nd Order Effects, B1

AISC Part 16, Appendix 8 Gesch Ch 8, sections 8.1, 8.2, 8.3, 8.4

8.3_VID_BmCol2ndOrdB1.wmv (Includes Examples #28, #29, #30)

12 7/25

BEAM-COLUMN EVALUATION • Continue 2nd Order Effects, B2

AISC Part 16, Appendix 8 Gesch Ch 8, sections 8.1, 8.2, 8.3, 8.4

8.4_VID_BmCol2ndOrdB2.wmv (Includes Example #31 and #32 Part 1)

Design Problem #2 due Assign Design Problem #11

BEAM-COLUMN EVALUATION • Application of AISC

8.5_VID_BmColEval.wmv (Includes Example #32 Part 2)

BEAM-COLUMN DESIGN • Pu eq Design Method • Application of AISC

8.6_VID_BmColDesignA.wmv 8.7_VID_ BmColDesignB.wmv (Includes Example #33)

13 8/1

BOLTED CONNECTION DESIGN • Philoshophy of connection design • Bolts shear and tension strength • Connected material strength • AISC connection design aids

CP pages xx to xx AISC Part 7, Part 9, Part 10 AISC Part 16, Chapter J3 Gesch Ch 10, sections 10.1, 10.2, 10.3, 10.6, 10.7

10.1_VID_BoltConnDsnA.wmv 10.2_VID_BoltConnDsnB.wmv

DESIGN OF WELDED CONNECTIONS • Weld strength and unit weld • Weld analysis

CP pages xx to xx AISC Part 8, Part 10 AISC Part 16, Chapter J2 Gesch Ch 10, sections 10.8, 10.9

10.3_VID_WeldConnDsn.wmb (Includes Example #34)

Design Problem #11 due

14 8/8 FINAL EXAMINATION 3-Hour Mid-Term Examination available 8:00 amMonday, August 8. Must be completed by 5:00pm, Wednesday, August 10. The original examination student solution and original exam must be received no later than close of business, August 13.