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RE: (Staad-Pro RAM) How can I design a Gusset Connection for 100x100x10 SD...

Attached is a STAAD.pro set of files from v20.07.10.66 with a pair of connections at the beam to column web joint; one for moment, one for shear. The only combined shear and moment connections in Ram...

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RE: Quick Question: Ram Foundation Soil Bearing Capacity

Your column is off-center which results in an trapezoidal soil stress (even when only axial loads are applied). For details see the program manual, section 4.7.1

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RE: Quick Question: Ram Foundation Soil Bearing Capacity

If you recall my first post, I mentioned that the column was eccentrically located on the footing. I had actually referred to that section in the manual and could not develop the same result. BUT I...

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RE: Quick Question: Ram Foundation Soil Bearing Capacity

Great. I either overlooked or misinterpreted the comment about eccentricity originally.

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Quick Question: Ram Foundation Soil Bearing Capacity

I am wondering what the difference is between the "Max Unfactored Soil Bearing" and the"Max Average Unfactored Soil Bearing". I have referred to the technical notes for the analysis of spread footings...

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please suggest some measures for designing this six storey steel structure so...

STAAD SPACESTART JOB INFORMATIONENGINEER DATE 02-Jun-16END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 8 0 0; 3 16 0 0; 4 24 0 0; 5 0 0 8; 6 8 0 8; 7 16 0 8; 8 24 0 8;9 0 0...

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RE: (Staad-Pro RAM) How can I design a Gusset Connection for 100x100x10 SD...

Many thanks indeed for your so kind replies to my questions. It would be great if the next Staadpro updates could embrace truss conns, it could save me a lot of work ¡¡¡ Best regards,

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RE: (Staad-Pro RAM) How can I design a Gusset Connection for 100x100x10 SD...

I am using Staad-RAM Module, could you please tell me where is located the working directory for all the RAM connections I make ?

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RE: Ram Element Steel Code Check Status "With Warnings"

Use Output - Design - Steel - Comprehensive on the member in question to see more about the warnings. It might be a slenderness check for example. There is nothing special about using an S shape...

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Ram Element Steel Code Check Status "With Warnings"

Hello,I am modeling a simple frame. Pretty much everything is pinned. All members are W sections but one beam is an S section. That is the member which give with a status of "With Warnings" on the...

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RE: (Staad-Pro RAM) How can I design a Gusset Connection for 100x100x10 SD...

The data for connections that are assigned to joints in your model is saved in the various files with the same name as your .std file and in the same folder. You need to keep all those files together...

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(Staad-Pro RAM) How can I design a Gusset Connection for 100x100x10 SD...

I am using RAM module of StaadProI have a column-beam-brace connection, the bracing element is a double angle 100x100x10 SD,I have tried all kind of configurations for the double angle but the...

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RE: Staad Weird Pop-up Window

Staad Version Number: 20.07.11.50 Staad Pro Language Pack Installed: I don't know if this Staad runs in language other than English. How do I check this thing? Windows OS: Upgraded to Win10 from Win7....

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Staad Weird Pop-up Window

Hi.I upgraded my Staad due to issues before in my pc. The software runs fine except for one issue. The pop-up window (when you double-click any member) doesn't show up full. It can't be stretch even....

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RE: SP3D - STAAD - SP3D model transfer

CIS/2 format and a mapping file may be necessary so that SP3D will know what member it will import especially if you have made modifications on your members in STAAD.

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SP3D - STAAD - SP3D model transfer

Hi,I have successfully transferred SP3D model to STAAD using CIS/2 transfer.Now how do I transfer back STAAD model to SP3D?Thank you.

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OpenSTAAD Get Material for the List of Profiles

HiCan anybody help on what is the syntax if I want to get the Material of the specific profile in Openstaad.Example:I have a UC152x152x30 profile in Cells(6,2) and I want to get his material e.g. STEEL...

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RE: How to make sure that which beam comes above or below the other when both...

If you are referring to truss members you can ignore the intersection but for beam- beam intersection wherein one beam is lower elevation that the other, you can use the OFFSet command. Select the...

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RE: How to create a cantilever slab using beams in staad ?

You don't need to model that one as a beam I think. You can use Plate and set thickness from your model.

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RE: How to create a cantilever slab using beams in staad ?

I suggest you to mesh the plate. In the present model the load from the cantilever plate to the frame is transferred through two end joints. The meshing of the plate will help to distribute the load...

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