Design of Stiffener Plate
Design of Stiffener Plate
(OP)
Please see attachment.
I am trying to pick up a concrete wall with a continuous plate as shown in the image. I have designed that plate as cantilevered. But I am also going to weld stiffener plate as shown for stability at a certain spacing. My question is, is this stiffener plate design for any load? I have designed the plate to work by its self, so I do not know if the stiffener plate is till designed. If it is, for what loading?
JO
Thank You
I am trying to pick up a concrete wall with a continuous plate as shown in the image. I have designed that plate as cantilevered. But I am also going to weld stiffener plate as shown for stability at a certain spacing. My question is, is this stiffener plate design for any load? I have designed the plate to work by its self, so I do not know if the stiffener plate is till designed. If it is, for what loading?
JO
Thank You






RE: Design of Stiffener Plate
The greatest trick that bond stress ever pulled was convincing the world it didn't exist.
RE: Design of Stiffener Plate
Thank You
RE: Design of Stiffener Plate
JO
RE: Design of Stiffener Plate
The greatest trick that bond stress ever pulled was convincing the world it didn't exist.
RE: Design of Stiffener Plate
RE: Design of Stiffener Plate
The greatest trick that bond stress ever pulled was convincing the world it didn't exist.
RE: Design of Stiffener Plate
RE: Design of Stiffener Plate
The greatest trick that bond stress ever pulled was convincing the world it didn't exist.
RE: Design of Stiffener Plate
RE: Design of Stiffener Plate
RE: Design of Stiffener Plate
The greatest trick that bond stress ever pulled was convincing the world it didn't exist.
RE: Design of Stiffener Plate
Using clip looks like a better idea. Even the analysis seems simpler. Thanks for the help.
JO