Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

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

How to add pressure load on a shell?

Status
Not open for further replies.
stevencar

stevencar

Structural
Sep 25, 2001
1
In the 3D frame analysis, I want to assign 4.31KPa of wind pressure on the frame, the result is quite small and unreasonble (support moment). I have selected the KN-m unit and the result is -3.254E-06.
 
Replies continue below

Recommended for you

Sort by date Sort by votes
Steve,

As you have a wind presure in kN/m^2 and aplied load on FRAME(???) in kN/m'.
Did you multiplied the Presure by the width of the frame suported area when added the frame distributed load?

Zmei
 
Upvote 0 Downvote
Status
Not open for further replies.

Similar threads

X4vier
  • Question
KL/r<200 how to make SAP2000 omit this requirement on auto-select lists?
Replies
9
Views
796
X4vier
X4vier
CivilMEng
  • Locked
  • Question
area load confusion greenhouse 1
Replies
4
Views
562
CivilMEng
CivilMEng
giofed
  • Locked
  • Question
SAP 2000 Shell twisting moment 1
Replies
1
Views
774
JoshPlumSE
JoshPlumSE
JoeH78
  • Locked
  • Question
How to Determine whether Soil Pressure is pressure or tension
Replies
1
Views
167
ENGIRL
ENGIRL
STpipe
  • Locked
  • Question
NBCC automatic load combinations
Replies
6
Views
644
STpipe
STpipe

Part and Inventory Search

Sponsor

Back
Top Bottom