Comments on: Structural Analysis III

By: Admin

Admin — Fri, 20 Jan 2012 17:51:33 +0000

asimsos,
Have a look at the Structural Analysis 4 notes. Honestly, I’m not holding back on some “magic sentence” that will help students understand the material – whatever I can offer is in the notes. Reading notes from different authors on the same topic has always helped me, as well as hours and hours practicing problems.
Good luck,
Colin

By: Admin

Admin — Fri, 20 Jan 2012 17:49:17 +0000

Amad,
Thank you so much for your kind comments – they are very encouraging I hope you do well int eh rest of your course and go on to have a great career in engineering – there really is nothing like it!
Colin

By: Amad Afzal

Amad Afzal — Fri, 20 Jan 2012 14:49:10 +0000

Dr. Caprani.

I just want to say a big thank you to you on behalf of me and my course mates. Your notes are of the highest standard and I feel that every university in the world should use these to teach structures 3 & 4. If I ever get the honour of meeting you I would like to give you a big hug as these notes are the only reason why I will ever pass my structures module.

Thank you and Many Regards.

By: asimsos

asimsos — Tue, 13 Dec 2011 18:32:30 +0000

hi dr capriani. i am studyin civil engineering in TURKEY and i need your help. in this term i am having structural analysis project lesson. my homework is “solving 7. degree indeterminate system with stiffness matrix method” . first i need summarize methot but not academicly (studently) i mean it should be apllicable maybe include solved some questions…. PLEASE HELPP MEEE. E-MAIL : asimsos@gmail.com

By: hadi bahmani

hadi bahmani — Tue, 29 Nov 2011 18:56:04 +0000

hello
I am so pleased to find your website.Your material is very useful.Thank you.

By: Arun kumar

Arun kumar — Mon, 27 Jun 2011 05:33:30 +0000

a very gud site . . but i need some idea to prepare best poster presentation pls help me

By: Nkanyezi Mazibuko

Nkanyezi Mazibuko — Thu, 19 May 2011 06:44:49 +0000

Hi i would like find inquuire about supports in the moment distribution. If you have a slider support at one end of a beam that is inclined, do you 1st treat it as a fixed support in order to obtain the FEMs, if so how do you account for the vertical reaction as a result of fixing the support?

By: Admin

Admin — Fri, 06 May 2011 14:22:30 +0000

Thanks Jyoti,
Hopefully! There may be a Masters course soon that I’ll be able to do some work on bridges in. Thanks for the nice comment.

By: Jyoti Prakash Mahanta

Jyoti Prakash Mahanta — Fri, 06 May 2011 12:51:31 +0000

I’m studying Civil engineering in India. Your notes are awesome, hope you will include Analysis of various Bridges in your course.

By: Steve

Steve — Mon, 25 Apr 2011 09:31:01 +0000

Superb site, it is very rare to find such an open site offering so much quality information. Thank you