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plate analysis in stadd
STAAD.Pro
concrete
Concrete Design
concrete design in staad.pro
CONNECT Edition
Finite Element Model
meshing
plate
plate element
plate elements
plates
release
silo
STAAD
STAAD analysis
STAAD Plate bending moment
Staad pro
STAAD.Pro CONNECT Edition
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Structural Analysis
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Bending Moment on the local face of plate element
Phonlayuth T
Hi everyone, I'm wondering about the direction of Mx and My in picture below. Should Mx and My bend around y and x-axis respectively? Thank you for your kind response.
Answered
7 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Area of Steel Reqd. for Tran. Moment for Load Case ____ exceeds the Maximum Allowable for Element # ______ - STAAD.Pro Connect
Rex Homer C.
Good day. I was analyzing a model and designing the plates I made at STAAD.Pro Advanced Connect Edition 22.00.00.15. After the run analysis, the result gave the above notice on several plate elements I had. I modeled the plate elements using parametric…
7 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Staadpro Plate element compression stiffness and Mz bending stiffness
Mengyu Han
Hi everyone, I am modeling the below concrete structure in Staadpro using plate elements. The highlighted column is 1m deep x 0.5m width. I modeled this column using plate element as well. I defined the plate length as 1 m and I assigned a thickness…
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
STAAD Add Plate With More Than 4 Sides
Kris Lajambe
Hi, I have a 12 sided silo drawn in staad. I need to add a "roof" to it and tried using a plate but I can only create 3 and 4 sided plates. How do I create a 12 sided plate? Also, I need to model this silo at various levels (50% full, 75%, 90…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Axial tension from the plate results
Vasanthakumar
Dear Sir, I am confused while taking the results from the plate results If Sx = 426 kN/m2 and plate size of 0.25m x 0.25m of thickness 0.35m. To get the axial tension = 426 x 0.35 = 149.1kN/m is this correct or I have to multiple again by the…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Releasing plate elements from attached beams?
David Coon
Here's a situation that seems to come up frequently: I create a model in STAAD that includes a combination of linear elements (for things like beams, columns, etc.) and plate elements (to model surface elements like floors, roofs, etc.). When surface…
over 13 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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