4.440 Basic Structural Design
Spring 2007
Instructor: John A Ochsendorf
Lecture:
TR9.30-11
(3-133)
Lab: M2-5
(26-210)
TA Office hours: W5-7
(3-402)
Information:
Announcements
tension structures
many of you are using lightweight tension structures.
on the tensinet website (http://www.tensinet.com) you can
find links to design and engineering firms working with
fabric.
more interestingly, in the "Designing
Tensile Structures" section (
http://www.tensinet.com/library.php?section=Designing_Tensile_Structures)
you find some papers and presentations with lots of examples. these
references might be very inspirational to imagine correct details.
i especially recommend:
- tensinetsymposiumlast.pps (very big... but a lot of nice
detailing examples)
- understanding tensile forms.pdf
good luck with your project and all other deadlines you have to
work towards!!
ph
Announced on 09 May 2007 11:58 p.m. by Philippe Block
preliminary calculations design project
hey all,
office hours from 5pm to 7pm today... come by with all your remaining questions about the preliminary calculations.
for those of you doing tensile structures, you can download a
demo version of the program cadisi here:
http://www.technet-gmbh.de/english/Frame-main/specialization/arch_engineering/products/isimem_cadisi/arch_engin_products_cadisi.htm
this program is the design module of the form-finding/ analysis
program for tensile structures, EASY. it is used a lot in
practice...
it might help you visualizing and understanding these complex
three-dimensional equilibrium systems.
for those of you using arches (and even trusses), it might be
interesting to use the simple parametric drawing software
cabri.
you can download a demo version here: http://www.cabri.com/v2/pages/en/downloads_cabri2plus.php
the program allows you to construct interactive graphical
constructions (similar to those in Active Statics), so that you can
explore
different solutions/shapes easily without having to redraw the
funicular construction every single time
for some tutorials on making these constructions in cabri: http://web.mit.edu/masonry/interactiveThrust
these programs might be interesting to refine your designs
later...
let me know if you need help using them.
see you later,
ph
Announced on 02 May 2007 11:36 a.m. by Philippe Block
beaming
yo,
the pics i took (send an email if you want the originals...): http://web.mit.edu/ph_block/Public/beam_04-09-07_web/
the excel sheets: http://web.mit.edu/ph_block/Public/beam_excel/
i'll be having office hours from 5pm to 7(-ish)pm
today...
ph
Announced on 11 April 2007 3:55 p.m. by Philippe Block
midterm
hello,
things not to forget:
1. tomorrow you are having a midterm for 4.440 from 9:30am to
11am;
2. bring your calculator and rolling ruler;
3. the exam is in 3-343 (note: not the usual room).
some errors have been found in the solution of the review
problems:
1. bar 34 of the truss in question 3 is in compression;
2. bar A2 has the same value as bars 23 and 34, so 2.89
kips and not 8.66 kips;
3. the maximum tensile force in 3.c. should have been 4.33kips and
not 3.75 kips.
thanks for pointing these out!
see you tomorrow morning,
ph
Announced on 21 March 2007 8:40 p.m. by Philippe Block
column crushing
hey,
we saw some nice columns being crushed today... very nice
work!!
download your group's excel sheet (with the load - displacement
curve of your column) from
http://web.mit.edu/ph_block/Public/column07/excel/
01 = the jolly green giant
02 = frank
03 = "cassandra/elizabeth"
04 = the chinese baby trap
05 = totally tubular
06 = banana
07 = the cat attack
08 = tom thumb
09 = please, don't die
10 = the ??? g'bu (sorry forgot the adjective... great?)
11 = yulishu
12 = the MAAAAAAN
13 = "randall/jose"
14 = "david"
two picture pages of some serious structural action!!
- column testing: http://web.mit.edu/ph_block/Public/columns_03-05-07_web/
- straw and string exercise: http://web.mit.edu/ph_block/Public/straws_02-12-07_web/
if you want my pics in their original format, you can download
them at
http://web.mit.edu/ph_block/Public/column07/pics/columns_03-05-07/
wednesday there will be a special-edition-office-hours : "column report" (5-7pm, 3-402)
good luck with your reports,
ph
Announced on 05 March 2007 11:05 p.m. by Philippe Block