The heavy moment is due to the column, equipment & mainly wind load on a vertical vessel above the skid. The vessel height is more than 10m. it is in the corner of the skid. The exact moment is 1887 KNm.
This skid is not anchored to concrete. It will be mounted to another steel frame. Hence the anchoring point is not rigid in Y(Vertical) Due to this when there is a operational load base beam member will subject to some deflection. which will create moment. In analysis it is not pinned...
Is it possible to do foundation design for the image shown below,
Due to heavy shear and moment its required to have floor beam inside the foundation.
Is any software available to design like this type.
Composite foundation design with floor beams
Thanks desertfox
I would like to explain more. After I posting photograph of the frame no change in the problem. You still not understand the problem. 2000KNm moment is not on the entire frame. It is only at the end point of the skid. Every anchor point has moment. What i highlighted is...
@desertfox
Dear desertfox sorry. If u feel i wasted ur time. In my first post itself i posted the image. where a beam anchored on bottom. And mentioned its a skid base anchor. But in your link beam connected to column side.
What wrong info I provided?
@desertfox
Dear desertfox Thanks.
Thats why i said that formula is not applicable for this moment.
These moment of 2000 KN is created by some equipment and columns resting on the skid frame. Skid will look like the below image. It is not actual model. My model will look like this one. This...
@desertfox
If i apply the formula given in your link the tensile force on 1st bolt comes 6000 KN. It does not seems correct.
If there are x bolts( numbered n = 1 to x). Then the tensile force withstood be each bolt is designated Fnt i.e F1t,F2t, F3t....Fxt
A selected bolt (n) withstands a...
@desertfox
In the link which you gave give the detail of force to moment conversion. It gives resulting tensile bolt stress from the applied vertical load.
But in my case i dont have force. I have only moment. how to convert the moments into tension.
@desertfox
A bolt can be loaded in one of three ways mentioned below.
Tension
Shear
Combined Shear and Tension
But my doubt is how to convert the moments into tension.
@Tmoose
You mean to say need more thread length?
Im designing a Anchor bolt for skid base. There is a moment in the anchoring location.
How to convert the moments into tension force. I have attached the image. Please help.
