MR.MARATHE PLEASE LET ME KNOW UNDER WHAT LOAD CONDITION THE MOMENTS ON MINOR AND MAJOR AXIS OCCURS SIMULTANIOUSLY. YOURS KANTHIMATHINATHAN.S marathec...
hello i am working in span consultants and there is span office in bangalore also if u can be in touch with any of executive at bangalore then u can be very...
Dear Sir, Just yesterday I had been to Mecan Limited in south end circle, Blore. There I met Mr Umashankar DGM of Structures. There I came to know that,...
Any steel column base design even for the bi-axial moment reaction can be easily done by using reinforced concrete beam analogy. You have to specify anchor...
u r true design by this ok bye alparslan gure <alpgure@...> wrote: Any steel column base design even for the bi-axial moment reaction can be easily done...
Hi geniuses i am rohan studying for Master's in canada......can any one help me with this flow induced vibration assignment A cross section of a structure...
Hello, I want to design base plate and bolts. The axial loads in column are small magnitude axial load due to gravity forces and large magnitude bending...
HAVE YOU TALKED TO THESE PEOPLE AT BANGALORE WHO ARE CONNECTED TO OUR STRUCTURES AREA. 1.0) MR.J.J.R.MUTAHYYA 9886026880 080-25726019 2.0) MR.PRASANTHA GOWDA ...
kanthi nathan
KANTHI_NATHAN@...
Nov 3, 2004 2:53 pm
298
Hello Sreenivasan, One moment can be due to dead and live loads and other due to wind or earthquake load. Thanks and regards, C. S. Marathe. ... From:...
Hello Alparslan, Do you mean to design it like an RCC column with bi-axial bending? With the help of interaction diagrams? Thanks and regards, C. S. Marathe. ...
Interaction diagram could also be used to see the M-N capacity of base plate as well. But I prefer to see stress of anchor and bearing pressure under the...
... Any steel column base design even for the bi-axial ... dear marathec For the design of steel column gusseted base and anchor bolts for bi-axial bending...
Dear Sir, Can I have any of his contact no? Regards, SREENIVASAN KANTHIMATHINATHAN <kanthisreenivasan@...> wrote: You can also contact Mr.Srikanth Rao...
hi, I have designed a vertical fence 3m heigh with three horizontals of 100x60 RHS and 25x25 SHS in between and some vertical stiffners in between 100x60RHS....
I guess what the solution is but a bit worry. You can use Xsteel last version v.10. It matches your needs, I suppose. Try to download using Emule or buy a...
Hello Everyone, I am doing structural designing for WWTP structures like Filters, anaerobic digesters, clarifier tank, flow splitter etc. During the design of...
Hi I think you would have to design for the worst case. According to your description this would be having earth on one side of the wall (acting as a UDL) and...
Hi Tarun, As you mentioned, the real condition is not "in between" both. In reality both the conditions will occur. ie. 1. Inside empty and outside earth...
Hello ladies and Gentlemen, I am looking for some books and programs for Offshore Structures Design. Is anybody having spread sheet for tube designs as per...
I refer to your queary for reference on Offshore Structures. You can refer Shore protection manual from U.S.Army corps of Engineers.It will enable to guide to ...
peethambariah vivekan...
v_peethambariah@...
Nov 11, 2004 11:47 am
312
I will add one more thing. Do not neglect to check crack width as well. I advise to use BS 8110 for the crack control paticularly for water poof structures. ...
Thanks a lot for all the suggestions. These tips are really helpful in considering all the details while designing. I am proud to be a member of such a...
HELLO! I AM IN NEED OF A) CHEMICAL COMPOSITION B) PHYSICAL PROPERTIES C) MECHANICAL PROPERTIES OF THE FOLLOWING STEEL MATERIALS S235JR S235JRG2 S235JO S275JR ...
Hello Sir, I herewith attached two pdf format files, which may be used to you, M.Sivasubramanian. SREENIVASAN KANTHIMATHINATHAN <kanthisreenivasan@...>...
Engineers Bill Comments Subject- Engineer's Bill 2004 Observations While going through the Engineers Bill 2004 on ECI website, I was surprised to find that at...
Having problems with message search?
Fill out this form to ensure your group is one of the first to be migrated to the new message search system.
