Hello gents,
i m designing a transmission tower with 100m hight with angles sections only. the transmission tower has dishes (6 units of 1.8m diameter, weight: 130 kg and 2 units of 1.2m diameter, weight: 50kg) (total weight: 750kg, forming an area of 20 m²).
Anybady can help me by giving me an...
Hello everybody
I have a case I would like you to help me by giving me ideas of the best way to build or erect this beam (see picture attached).
It s a warehouse composed by those beams with 6 m distance between 2 beams and covered by a metal cladding supported on steel beams or precast light...
Hello Evrybody
I attached a picture showing a base plate with anchorage
Anybody can explain me or give me referneces to understand WHY we use such a detail and how we calculate it
I have never found a clear answer
I will really appreciate your help
Hello everybody
My question is quite simple but I want to be sure. Thanks in advance
i have a ring beam supporting a circular equipment. The equipment is connected to the beam by bolts.
a horizontal force on the equipment vessel generates a moment.
i want to know what is the linear force...
Hello gents,
Please I m asking serious help
I want to design this odd beam called TUNDISH ( see the picture)
Would you please give me the adequat forum I can Post this subject
or giving me books .... anything can help me
I m used to designing spreader beams, lifting beams but not this...
HeLLo,
I have designed a large steel structure many years ago using staad pro. I really liked it.
Now, I mdesigning stell and concrete structures
I would like to use it for concrete design.
Is it simple to use. do u advice me to have it...
I use normally the french code or the eurocode
Your...
Hello gentelmen,
I have a case where I can not place a Nut in the other side of a bolt. Is the capacity in tension reduced or not ?
many thanks in advance
Hello everybody
I have not a real experence in designing Z or C purlins.
Anybody can show me a real good book with good examples of calculation.
I m designing a warehouse and to optimise sections I would like to use 4 mm C cold formed purling
Many thanks
Hello,
(sorry for my english)
I have an X bracing system. the 2 braces are connected in the middle. the X bracing can work in compression and tension.
I attached a sketch
I would like to know the value of ky and kz for buckling length in both planes.
Lfy = ky L and Lfz = kz L.
Of course I...
