Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

plate steel strength

Status
Not open for further replies.

weron4u

Structural
Joined
Jun 27, 2003
Messages
46
Location
US
Does anyone know what the allowable shear stress is in plate steel. I'm hanging a load from an eye-hole cut in 4" square plate steel. I was wondering if it was 0.40Fy, or if that only applies to beams in bending.
 
The sheer is determined by the amount of material that is left from the edge of the hole to edge of the material. A lot of this information is a simple look-up, or you can do like I have several times and that is send a email to your steel supplier. I downloaded several analisis software from steel suppliers that give you the information.

Sincerely yours,
Leslie H. Howell

Leslie H. Howell
 
Thanks Leslie, but I need to know what the allowable stress is in the steel. For Example...a beam in bending with proper lateral bracing has the allowable bending stress, Fb=0.66Fy. A beam with the proper web to thickness ratio has the allowable shear stress, Fv=0.40Fy. I need to know what the allowable shear stress is in plate steel. I've been using 0.40Fy, but I think that I'm being conservative.
 
In AISC, allowable shear stress in 0.40Fy if don't need to consider stability.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top