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

Excessive Shear Reinforcement in Spandrel Design to AS3600-2018

Status
Not open for further replies.
Vito11

Vito11

Structural
Joined
Nov 3, 2022
Messages
4
Location
AU
Hi All,

Does anyone know why ETABS gives excessive shear reinforcement when designing spandrels to AS3600-2018? The inclination angle seems incorrect.
Surprisingly it works when using AS3600-2009.
 
Status
Not open for further replies.

Similar threads

sgimax
  • Locked
  • Question Question
ETABS - spandrel shear hinge
Replies
0
Views
739
sgimax
sgimax
InnovatorX
  • Locked
  • Question Question
ETABS API Pier and Spandrel Forces ETABSv1.dll ETABS 21 & 22
Replies
2
Views
2K
InnovatorX
InnovatorX
Robert-32
  • Locked
  • Question Question
Core and shear wall transverse reinforcement
Replies
0
Views
424
Robert-32
Robert-32
GJoeRMK
  • Question Question
Modeling question in etabs, What Etabs does to a shell element to make it "ribbed" ?
Replies
2
Views
14K
JoshPlumSE
JoshPlumSE
Stockton2008
  • Locked
  • Question Question
How to model concrete slabs in Etabs
Replies
1
Views
2K
InnovatorX
InnovatorX

Part and Inventory Search

Sponsor

Back
Top