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1.054/1.541  Mech & Dsgn:Concrete Strctures

Fall 2012

Instructor: Oral Buyukozturk

Lecture:  MW1-2.30  (1-246)        

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Announcements

Term Project Presentations

As before, please e-mail your Powerpoint presentations to Kelley, kvdeterm@MIT.EDU before 10am on Monday, December 10 so that she can compile them for the class.

-Justin

Announced on 05 December 2012  1:41  p.m. by Justin Chen

Term Project Reports

Term project reports can be turned in tomorrow at my office, 5-336 before 5pm. Either slide them under the door or leave them in the folder on the door. If you require an extension, please send me and Professor Buyukozturk an e-mail. Thanks

-Justin

Announced on 04 December 2012  11:16  p.m. by Justin Chen

HW #5 Solutions

Homework #5 solutions can be picked up from the door of my office, 5-336.

-Justin

Announced on 26 November 2012  4:42  p.m. by Justin Chen

Test #2 and Schedule

Dear students,

Test #2 will be held on Wednesday, November 28th. The following topics will be covered: Biaxial bending, Beam column joints, Torsion, Yield lines, and Thin shells. Only the part that I will be covering today on thin shells will be tested on. We would like to start the test at 1pm sharp, so try to be present accordingly.

The schedule for the rest of the semester is as follows:

Monday, December 3rd - Discussion of Test #2 questions and Special Topic lecture on detection of damage in FRP-retrofitted concrete
Wednesday, December 5th - No class
Monday, December 10th - Final project presentations, please prepare up to 10 slides to be presented in 10 minutes. We may have to defer a couple of presentations to Wednesday, December 12th.

Your Homework #5 was due Wednesday  November 21th, but I will accept homeworks up until before the test. All other homeworks have already been graded and returned to you.

Please note that there was a handout of yield line problems, handed out on Wednesday, November 21st.

I will hand out a sample Test #2 exam for self study.

Good luck!

-Oral Buyukozturk

Announced on 26 November 2012  11:31  a.m. by Oral Buyukozturk

HW #5 Problem 1

In problem 1, on Homework #5, the P = 100 kips is a factored load, therefore no additional load factor needs to be applied.

Announced on 19 November 2012  10:03  p.m. by Justin Chen

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