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Plate Orientation not getting changed
Chetan Mane
I am working on a rectangular steel tank, and One of the faces got orientated incorrectly, I selected that face and changed the orientation using the reference point option, 90 % plates got oriented and some of them did not get oriented. when I am trying…
23 days ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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
Is it possible to rotate a series of plates at a specifed angle?
Matt C 17
I have a 400mm flat plate that I would like to "bend" 100mm from the bottom at an angle of 60 degrees. The highlighted portion of the plate is what I would like to bend. I am also using trapezoidal loading and am wondering how this might be affected…
Answered
over 2 years 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
Self Supported Arch roof analysis
Shuvo Shaha
I want to analyse the roof structure for dead load, live load and wind load. I am confused about the direction of the loading on the plates. Can anyone give me some suggestion? Also How can i analyse the running beam that will carry the load? We use a…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
STAAD ERROR MESSAGE
Varadha Rajan
Dear Sir/Sirs, Am new to STAAD Pro. I have designed an intake using plate model. Assigned loads. When i try to analyse following error appears. PRIMARY LOAD CASE CAN ONLY BE ADDED IF SET NL COMMAND IS USED. How can i rectify. Please help. …
Answered
Intake 14-11-13 (Dikchu HEP) with concrete backfill.std
over 9 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Orientation of Local Axis of Surface Entity in STAAD.Pro V8i
Sanjeev Gahlot
My query is regarding "surface" entity of STAAD.Pro V8i . The orientation shown through "Labels" tab of Structure Diagrams of "surface" entity is not matching with the orientation of Mx & My (Moments on their local axis faces) contours. The screen…
Demo_Surface_Beam_1_Comments.pdf
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over 9 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Parametric meshing - junction of two boundaries of the two model meshing
YUVARAJ P
Hi all in the attached model, it has been split into several boundaries within a outer boundary (this was done as the depth is different for each boundary. while using Parametric mesh and creating the adjacent boundary mesh, it was found that…
Answered
total section DL5.zip
over 10 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Shear stresses of the plate per unit length
Modestas
Question: How to get a shear force per unit length for plate element in STAAD.Pro? Answer : Shear Stresses of the plate are reported in [Force/ unit length/ thickness] units in STAAD.Pro. In order to get shear force per unit length, one has to multiply…
over 10 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Re: Design of wood grid
Aslk
Hi, Chrish, ya, evrythng is well...as you was asking for the model i am going to attach the programme plz find it...and plz consider as per my points.. 1. first of all plz adjust the beta angle of ANGLES, it should be 90degree with plate…
PLATE.txt
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over 13 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
RE: Buckling analysis for plate members to EN 1993-1-6
Pareshkumar Shah
Hi I am working to Eurocode EN 1993-1-6 and I can see that I need to check for buckling Limit State I was wondering if the buckling analysis in STAAD giving the buckling factors are similar to the elastic critical buckling ratio r Rcr as defined…
over 11 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Plate forces........
sa.munusamy
Hi everybody Can anyone please tell me what is Mxy in a plate, If Mx and My are the moments in x and y direction respectively, but what is Mxy? hope this is not torsion for that plate. Can anyone please exlplain? - thanks for response
over 11 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Re: Design of wood grid
Aslk
Hi, Chrish, ya, evrythng is well...as you was asking for the model i am going to attach the programme plz find it...and plz consider as per my points.. 1. first of all plz adjust the beta angle of ANGLES, it should be 90degree with plate…
PLATE.txt
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over 13 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Global moments versus local axis moments
Arnold005
for the design of concrete slabs or walls rectangular elements can be used. In the output global moments as well as local axis moments are available. To design the reinforcement local moments MX and MY must be combined with MXY. It must be noted that…
over 11 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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