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STAAD-PRO ( RAM Connection )

helloI have a question about the RAM connection ( STAAD PRO )  . How can we create a bracing  between column and  middle of the beam ,( Fig 1 , red coloured).  please show me the steps for that. Thank...

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CLEAR COVER

In staad pro, how it set clear cover, mean from outer face of main reinforced OR outer face from stirrups in beam according to IS456?

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Simple Steel Lifting Frame Analysis. Please Help!

Hi there,I am trying to model what would appear to be a simple steel lifting frame with 1 bracing member. I have so far created a model but I am getting quite a few warnings when attempting to analyse...

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ISM Issues

Concrete Beams are not exporting from RAM Model on "Create Repository".  I'm using a copy of the tutorial model.  Steel framing, decks, columns, slabs all go - just not the beams on level 3.Models and...

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Can you post the STAAD.Pro SS6 Technical Reference Manual?

Please, Can you post the STAAD.Pro SS6 Technical Reference Manual?Thanks in advanced

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STAAD Steel Design - unable to create physical member

I am trying to create physical members in STAAD steel design, which works for most of the members I wish to create. However, when I try and combine some members into a physical member I get the...

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Problem with Bentley SELECT SERIES 4 AND SELECT SERIES 5

Hi, My name is Samrat Dutta. I am a structural Engineer of Stanetc, Edmonton, Canada. I am getting the different plate stress result in SELECT SERIES 4 AND SELECT SERIES 5 version for a same Staad...

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Joint weight

STAAD SPACESTART JOB INFORMATIONJOB NAME ENGINEER DATE 08-March-16END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES5 0 3 0; 6 4.5 3 0; 7 9 3 0; 9 0 6 0; 10 4.5 6 0; 11 9 6 0; 12 13.5 6...

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Double Nodes in Staad Pro

HI,I would like to ask question regarding the appearance of double nodes in Staad Pro.When I convert a structure from AutoCAD Structural Detailing to Staad Pro the node's number were shown in double...

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STAADPro Analysis output on steel design(IS 800 LSD) shows some error in...

I am presently using SS4(20.7.9.20) for my analysis. The output for shear capacity of the section will be shown as(1)For major axis bending  ZZ  (2) For Minor axis bending YYBut in the latest revision...

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STAAD Problematic : linking DOF nodes

Hi !I would like to constraint nodes in order to have the same displacement of these nodes along 1 DOF (Tx for example) (without applying imposed displacement because these nodes are not loaded)....

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STAAD Foundation Advanced - Isolated Footing Design - Pedestal Design

I'm trying to design an isolated foundation in STAAD Foundation.   I would like to design the pedestal, which I have designated in the foundation plan, pedestal and anchor bolt section of the Main...

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Tilt up Wall and FEM Analysis

I am trying to design my wall with the fixity at ground level pinned, the fixity at foundation level pinned, and the level restraints pinned. These options seem to only be available to me when I choose...

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regarding support condition for designing underground tank

hellp guys.what type of support condition should i assign for bottom corner nodes of underground tank model? 

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Design of Truss and Structure

Hello!I'm a CE student and im trying to design a structure made up of steel.I would like to know what connection do I actually use for the support on trusses, and on STAAD.Pro do I place the truss on...

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HELP PLEASE ON ERROR!

Can someone please tell me what did i do wrong? thank you!

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Can someone please tell me what this mean

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Failure in analysis.

 I have this error but I totally have entered my section properties please help!(Please visit the site to view this file)

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STAAD pro design query1) I just randomly designed a building by assuming the...

1) I just randomly designed a building by assuming the dimensions of sections and then analyzing it ; how can i design a real building from starting like professionals.......if some one can help me by...

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Roof Loadings

Hi guys,I wanna know how do I put wind loads on my roof or rather place any loadings on it do I place earthquake loads also?  Thank you! Also is it ok to use Structure Wizard for creating a truss then...

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