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

ACI 318-19 Shear Design/Check for a Cast-in-place Reinforced Concrete Wall

Status
Not open for further replies.
oengineer

oengineer

Structural
Joined
Apr 25, 2011
Messages
739
Location
US
I am looking to verify the capacity of a cast-in-place reinforced concrete wall for shear based on ACI 318-19. I am seeking an example of this calculation.

Comments/suggestions are appreciated.
 
Sort by date Sort by votes
In plane shear, or out of plane shear?
 
Upvote 0 Downvote
MNL-17(21) - ACI Reinforced Concrete Design Handbook: Link

MNL-17(21) is updated to the ACI 318-19 provisions and provides worked examples for each member type.
 
Upvote 0 Downvote
Status
Not open for further replies.

Similar threads

amkp_EIT
  • Question Question
Spiral for Deep Foundation ACI 318-19
Replies
1
Views
8K
HTURKAK
HTURKAK
PSJSC22
  • Locked
  • Question Question
LDH ACI 318-19 VS ACI 318-14
Replies
1
Views
4K
PSJSC22
PSJSC22
jochav52802
  • Question Question
ACI 318- 19: Does ACI specify a minimum edge distance for a punching shear perimeter to be effective?
Replies
18
Views
2K
jochav52802
jochav52802
oengineer
  • Locked
  • Question Question
ACI 318-19 Section 17.10 - 17.10.5.3a
Replies
5
Views
4K
ANE91
ANE91
J
  • Question Question
Flexural Steel in Beam ACI 318-19(22) 9.6.1.3
Replies
6
Views
6K
rapt
rapt

Part and Inventory Search

Sponsor

Back
Top