Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

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

ACI 318-Ultimate Shear Capacity of Reinforcement Vs

Status
Not open for further replies.
tmgczb

tmgczb

Structural
May 12, 2021
158
ACI 318-08, Chapter 11.4.7.9, Vs shall not be taken greater than 0.66*sqrt(f'c)*bw*d.
This limitation is missing in ACI 318-14, is it still applicable or not?
 
Status
Not open for further replies.

Similar threads

dwf123
  • Locked
  • Question
Splicing vs Lapping Reinforcement Mesh in Ground Bearing Slabs & Floors
Replies
1
Views
117
darthsoilsguy2
darthsoilsguy2
Claudia_C
  • Locked
  • Question
5" Slab Max Capacity for a Warehouse 1
Replies
19
Views
407
chicopee
chicopee
savvyj
  • Locked
  • Question
What's the number of concrete field testing technician grade 1 (ACI Level 1) per concrete placement?
Replies
2
Views
176
darthsoilsguy2
darthsoilsguy2
XinLok
  • Locked
  • Question
Compressive strength in ACI code is it related to Cylinder or Cube 1
Replies
8
Views
238
1503-44
1503-44
ben3929
  • Locked
  • Question
Fall restraint anchorage point capacity. 3
Replies
3
Views
208
WinelandV
WinelandV

Part and Inventory Search

Sponsor

Back
Top Bottom