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…
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.
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…
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…
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…
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…
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…
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…
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.
…
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…
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…
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…
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…
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…
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…
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
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…
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…