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

CSI SAFE Punching Shear Reinforcement Result 1

Status
Not open for further replies.
Y.Zahran

Y.Zahran

Structural
Joined
Dec 31, 2019
Messages
3
Location
EG
In CSI SAFE, what is the correct interpretation of the results of punching shear reinforcement?
For example, if the result is (12X10-12d@100), what is the correct number of branches, rows of ties & distribution length from the column face?
 
Status
Not open for further replies.

Similar threads

Hazelhorn
  • Locked
  • Question Question
Understanding CSI SAFE punching shear perimeter (CSA A23.3-14)
Replies
0
Views
1K
Hazelhorn
Hazelhorn
EngDM
  • Locked
  • Question Question
Slab on Grade in Safe
Replies
0
Views
1K
EngDM
EngDM
Robert-32
  • Locked
  • Question Question
One way shear reinforcement in Raft Foundation
Replies
5
Views
2K
Robert-32
Robert-32
Robert-32
  • Locked
  • Question Question
RAFT Reinforcement
Replies
3
Views
898
Celt83
Celt83
moyseh
  • Locked
  • Question Question
SAFE 21 Issues
Replies
0
Views
1K
moyseh
moyseh

Part and Inventory Search

Sponsor

Back
Top