Hello All, I am a new member in this group. Thanks to structural engineers groups moderator and members for letting me into this great group. Being a member...
Dear All Our Client, an International Gold Mining Company, operating in Papua, is urgently seeking for energetic and motivated Indonesian National for the...
Dear All, There is a job vacancy in Egypt - Giza in a consulting office in Douki. It is preferable to be a fresh graduate with steel/concrete graduation...
I have this dilemma that I need a solution for it. Let's say I have 8 story building. The building has 2 roofs, a higher roof (above the 8th floor) and a lower...
Actually I was not able to view your attachment. This problem is just simple to solve, what you have to do is to introduce or insert a new floor between 5th...
Quicksand: Thank you for your reply. I have tried your method it works except on little problem. I have now 2 floors with a total height of 144, as you have...
Good! I thought you might not get the way I explained it. Now that you have two floors for in 6th floor as well as two floors in machine room level. Actually...
Good! I thought you might not get the way I explained it. Now that you have two floors in 6th floor as well as two floors in machine room level. Actually you...
Hi All, Just thought this might be of interest to us all. We don't have to re-invent the wheel'. Reduce your total time up to 90%! This site is an incredible...
Hello friends, A new structual design and detailing software available for download from Net. Arch Dwg in AutoCAD - STAAD - Design - Detailing in AutoCAD - BBS...
Hi Mr. ammar83, Diphragm is useful to simulate the effect of horizontal rigidity of the whole structure due to its properties. Usually diphragm is made of ...
For lateral analysis such as wind or seismic, do you need to specify a diaphragm to tie up all the floors together? or does the specified framing system of...
Dear Members, We are a Space Frame Systems Construction Company in Istanbul, Turkie. We are totally designer, manufacturer and installer. We are looking for...
Quicksand: Thank you very much for replying. You have been a great help. I have another question. This time is about End release condition. How to release the...
Dear All Hi I'm Donald from Indonesia, I have question regarding the problem we usually face during construction of RC frame structures. The problem is on beam...
Our Client, currently operating in West Java, PT Cibaliung Sumberdaya, is urgently looking for National and International candidates to fill in the position of...
I read somewhere, (but can't recall which book) that the ratio of column Fcu and beam Fcu must not be more than 1.4, otherwise, you have to cast the column...
This is my opinion, hopefully helps.. If total volume of the joints reaches min 3 m3, you could order concrete with coulmn's grade (it is available in...
Thanks guys Hi Tommy kamu pasti ngomong Indonesia kan? but i will reply in english anyway. I'm sorry maybe my description of the problem is not correct. Tommy...
hi all, how do we design slabs to take up the effect of shrinkage of concrete after casting them so that there is no shrinkage cracks later. Regards, Akbar...
Akbar, There is a formula in computing for slab crack for one way slab in aci code. You will first get the effective moment of inertia, and later on you can...
HI Francis, So baisically my design would be safe but i still cant avoid the cracks, isnt it. Regards, Akbar On Dec 15, 2007 11:27 AM, David Francis Caballero...
dear staad engineers good news staadpro books available now 1) staadpro basics 2) staadpro RCC 3) staadpro Steel 4) staadpro Earthquake for details about price...
Hi all, Don't re-invent the wheel'. Reduce your total time up to 90%! This site is an incredible place to get architectural and civil engineering drawings,...
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