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!

SQX only at diagonally opposite of edges of concrete slab bridges high

Status
Not open for further replies.
edward1

edward1

Geotechnical
Joined
Dec 27, 2001
Messages
137
Location
US
When I model entire slab of concrete slab bridge using 4 node elements of Staadpro V8i, I get very high SQX stresses only at diagonally opposite edges. The other elements SQX are much lower. Is this due to edge curl of elements?
 
Status
Not open for further replies.

Similar threads

joesm519
  • Locked
  • Question Question
Equivalent of "Measures" of Creo Simulate in Autodesk Nastran
Replies
0
Views
804
joesm519
joesm519
M
  • Question Question
FEA Frame Analysis (bolted and welded connections) of a skid.
Replies
1
Views
4K
rb1957
rb1957
G
  • Question Question
FEA Simulation of a Piezoelectric Accelerometer with Frequency Response Analysis
Replies
2
Views
9K
gnana_235
G
JoeCK
  • Locked
  • Question Question
Slab to beam connection
Replies
0
Views
637
JoeCK
JoeCK
Gardenfence
  • Locked
  • Question Question
Equivalent beam model of a thin cylindrical shell
Replies
8
Views
4K
GVDR
G

Part and Inventory Search

Sponsor

Back
Top