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!

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

Beam Design

Status
Not open for further replies.
Josean Ghirawoo

Josean Ghirawoo

Civil/Environmental
Joined
Aug 8, 2016
Messages
4
Location
LC
Hey Guys,

Question

If when checking the anchorage for the end span of a beam and it does not full fill the conditions started from ACI 318, what are possible options can I do?

Regards,
JG
 
Sort by date Sort by votes
What provisions of ACI 318 are you referring to that you cannot meet?

Is the beam new and the anchorage point existing? Or are both new?

Mike McCann, PE, SE (WA)


 
Upvote 0 Downvote
Status
Not open for further replies.

Similar threads

B
  • Locked
  • Question Question
Design of Simple Lift beam with a trolley
Replies
5
Views
3K
dvd
dvd
Blackfairy
  • Question Question
Design of Asphalt Pavement without Subbase
Replies
7
Views
5K
fel3
fel3
N
  • Locked
  • Question Question
Reaction force on a v-beam
Replies
6
Views
3K
NotACivilEngr
N
Krishna7568
  • Locked
  • Question Question
Channel beam for Suspended ceiling
Replies
3
Views
1K
1503-44
1503-44
M
  • Locked
  • Question Question
Semi raft design etabs
Replies
3
Views
2K
Ammaniya
A

Part and Inventory Search

Sponsor

Back
Top