Steel roof on reinforced concrete column

Z

Zumre

New Member
hello, is there a problem with my modeling or I could not understand my sections insufficiently Thank you in advance for your help
 
Re: STEEL ROOF ON CONCRETE COLUMN Hello; There is a problem with your modelling. 1- You have defined an articulated joint for your beams that you have made console output. If you examine the deformations, you can see that these beams are not suitable, delete the articulated joints connected to your cantilever beams and make a moment-transmitting connection. 2- In the placements of your lovers, you need to adjust the offsets on the consoles and divide them from all intersections. 3- You can use cross in every opening in the system. 1 full and 1 empty option also seems appropriate. 4- In order to provide stability in the lateral direction, it would be more appropriate to use a stability beam that runs along the structure symmetrically from the left and right of the ridge area between the beams. Good work.
 
Re: STEEL ROOF ON CONCRETE COLUMN Hello; - HE600A Profile material should be S275, if it is not custom made The load is 100kg/m² (you don't need to enter this value as too much, the program already takes effect based on the coatings.) - The column connection of your cantilever beams is faulty, you have connected the cantilever elements with an articulated connection that does not transmit moment. I recommend using welding at these points or another beam-column connection that transfers moment. When these changes are made, your sections go down to levels that will save much more economically.
 
Re: STEEL ROOF ON CONCRETE COLUMN after what you said, I only had problems with lovers. the lovers got so big like this and I had serious trouble with the lovers on the fringe
 
Re: STEEL ROOF ON CONCRETE COLUMN Hello; As stated by 2m Proje, there is a serious burden on your lovers. Your live load value and snow load value are high. If these loads are the correct load values for you, there is nothing that can be done. Only the forehead and gusset junction of the purlins on the consoles, which are close to the column, overlapped with the top plate, so I arranged the eccentricity, not divided from the intersection, so that you can switch with the UPN 180. Good work.
 
You must log in or register to reply here.
Back
Top