Find A Company / Person
terms and conditions
American Institute of Steel Construction
All Rights Reserved
Go back to:
Send to a friend
SEARCH IN FAQS
4.8. Other General Information
4.8.1. When a stiffening element is attached to a plate, what width of plate is effective in resisting load with the stiffening element?
4.8.2. How are stepped columns designed?
4.8.3. Should weep holes be used at the bottoms of Hollow Structural Section [HSS] columns?
4.8.4. What special considerations should be noted in crane-girder design?>
4.8.5. Does AISC have any information on stainless steel?
4.8.6. Why are some of the cross-sectional dimensions for wide flange shapes different between the new 13th Edition Manual and previous ASD and early LRFD Manuals?