| Author |
Message |
 Topic: Table top compressor. |
thirumalaichettiar
Replies: 6
Views: 274
|
 Forum: SEFI General Discussion Posted: Tue Sep 07, 2010 9:59 pm Subject: Table top compressor. |
| [HIGHLIGHT=#ffff00]http://www.google.com/search?client=gmail&rls=gm&q=MACHINE%20FOUNDATION%20YOU%20TUBE#q=MACHINE+FOUNDATION+YOU+TUBE&hl=en&client=gmail&rls=gm&prmd=v&sourc ... |
| Topic: Instability at joints |
thirumalaichettiar
Replies: 11
Views: 540
|
Forum: SEFI General Discussion Posted: Mon Sep 06, 2010 8:28 pm Subject: Instability at joints |
Er.Nestlejin,
Please refer the chapter (page 2 on Truss of the INSDAG Teaching course material in which it is clearly given as below:
do not govern the design of light industrial steel buildings ... |
| Topic: Which Load Combinations ?? |
thirumalaichettiar
Replies: 19
Views: 830
|
Forum: SEFI General Discussion Posted: Mon Sep 06, 2010 8:14 am Subject: Which Load Combinations ?? |
Dear sir ,
Its good feeling for me to see you, so prompted.
It is recently uploaded, -some IS 800 PPTS. Just related one , I thought to aware all.
Dear Er.Pawar,
Kindly note that there ... |
| Topic: Which Load Combinations ?? |
thirumalaichettiar
Replies: 19
Views: 830
|
Forum: SEFI General Discussion Posted: Mon Sep 06, 2010 8:10 am Subject: Which Load Combinations ?? |
Dear Er.Pawar,
In your reply to the above topic (posted: 03 Sep 2010) I noticed the above units. I am really sorry to find out that you have furnished the file from the web link given by other sefi ... |
| Topic: Which Load Combinations ?? |
thirumalaichettiar
Replies: 19
Views: 830
|
Forum: SEFI General Discussion Posted: Mon Sep 06, 2010 4:39 am Subject: Which Load Combinations ?? |
Dear Er.Pawar,
Kindly note that there are two Load combination viz one for R.C.C structure and another one is for steel structures. Refer IS 1893-part I (2002)for more details.
[COLOR=#ff0000]
... |
| Topic: Instability at joints |
thirumalaichettiar
Replies: 11
Views: 540
|
Forum: SEFI General Discussion Posted: Sat Sep 04, 2010 5:35 am Subject: Instability at joints |
Er.Venkatesh,
I run the program in STAAD PRO and found 44 errors. One of the reasons is that you have specified as STAAD TRUSS but the structure is SPACE frame. Changing it to STAAD SPACE will redu ... |
| Topic: Which Load Combinations ?? |
thirumalaichettiar
Replies: 19
Views: 830
|
Forum: SEFI General Discussion Posted: Sat Sep 04, 2010 5:05 am Subject: Which Load Combinations ?? |
Dear Er.Pawar,
Kindly note that some senior most sefi members do not like Kips-ft(Kips-inch) units. Please correct it to KN-m so that they will not send you a sarcastic comments.
[COLOR=#ff0000]T. ... |
| Topic: To fill RCC slab cut out |
thirumalaichettiar
Replies: 5
Views: 302
|
Forum: SEFI General Discussion Posted: Wed Sep 01, 2010 7:12 pm Subject: To fill RCC slab cut out |
| Excellent repair procedure by Er.Umesh B.Rao. I know Mr.Umesh B.Rao as he is the past president of ACCI. He has a vast experience in civil engineering field. Nice to see him in the forum. Hope he can ... |
| Topic: Sizing of Columns |
thirumalaichettiar
Replies: 6
Views: 660
|
Forum: New Members make Test Posts Posted: Tue Aug 31, 2010 8:50 pm Subject: Sizing of Columns |
Under the heading Experts dedicated forum I have attached many Preliminary design and many other tips in which you can find many useful short rule of thumb for concrete and steel.
One of them even th ... |
| Topic: Ex-Student Donates |
thirumalaichettiar
Replies: 0
Views: 92
|
Forum: Speak Out Box Posted: Thu Aug 26, 2010 10:55 am Subject: Ex-Student Donates |
Ex-student donates Rs 32 cr Ex-student donates Rs 32 cr :
Old boy lavishes Rs 32 crore donation on Mumbai University
Read more: Old boy lavishes Rs 32 crore donation on Mumbai University - India ... |
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