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Hello unfortunately I don t have this softawre. I had MS Tower but I do not have the license. I managed to design the pylone with 15m base. The client doesnt want to use an Angle bigger than L200x20 that s the reason. I have 4 legs. Cheers

I have already designed free standing towers of 20,30,40,50 and 60m hight

actually it s a free standing tower.

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...

Hi I do the same thing as Ron said. It s a question of the type of connection which would let the main girder twistor not.

Hello gents I m working on solutions and i will write you very soon what is the conception selected. I really thank you guys

Hello dear Tengguy sure I thought about it How would you erect the beam? by a crane. With this conception it will involve 2 cranes for each part. May be if we put a vertical scaffolding in the middle to support the half beam !! Have you done this before ? many thanks

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...

I agree with you all guys Many many thanks

i have already designed many stiffned base plates but not one with such an anchorage

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

My question was just the distribution so just ignore the purpose Many thanks for all

Dear ishvaag Actually, the formula I was looking for is in page 7 of your document So perfect Thank you so much thanks everybody

Hi I want to know the distribution of forces on a ring beam . I know there is a formula but I m not sure and I do not want an approximative methode. Let s call: M : Moment applied on the beam D : Diameter R : Radius ( D/2) So what is the linear forces applied on the ring beam regardless the...

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 everybody Waw !!! what a Tsunami here :-) Calm down Mr JohnRBaker, i do not understand why I feel you upset !! really surprised. Do you think I will design something by taking a risk !!! Sorry, you do not know me so I just want to tell you sorry and If I were you I would say ( do not take...

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...

many thanks

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...

In Eurocode, it s 1%