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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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Centre of stiffness - earthquake tab

I am modelling a simple one storey building with a shear wall modelled by elements in one side and columns on the other. When using the earthquake tab to view to centre of mass and stiffness centre it...

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QUESTIONS, HOW I CAN USED STAAD.FUNDATION

HELLO ALL , I have ready my structure in staad. pro and now need desing the footing. how i can pass mi structure in staad fundation and create combination footing.

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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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QUESTION STAAD FOUNDATION !

hello all, i try to combined two isolated footing and generate one combined footing , where are de tools ???

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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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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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How to create a cantilever slab using beams in staad ?

how can I draw a cantilever slab using beams in staad pro.plz elaborate with an example file .

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

how to make sure which beam comes above or below the other when they intersect ?

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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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Time history analysis of structure for machine vibration

I am trying dynamic design of structure for rotary machine in staad with the help of Time history analysis command.The shaft of the machine is parallel to vertical axis & is mounted on structure...

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SProStaad MFC application error

Dear Bentley Technical supporters ,Our company using Staad Pro V8i (Selected series 6) (Ver:  20. 07. 11. 45).When I run the model giving  SproStaad MFC application  Error message and didn't work...

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Staad Pro to Prostructure.

while trying to open several problem occurs. staad pro to structure synchronize connect series to Pro structure Power.1- When opening the .dgn file in prostructures, a messages shown asking for...

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Change Command and Material Properties

Is it possible to alter which material is assigned to a set of members after using the CHANGE command? I'm attempting to do an expected strength analysis per AISC 341-10 section F2.3 by altering the...

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OpenSTAAD

we developed few programs using OPEN STAAD in year 2010. These programs are running successfully with Windows XP. However, the same are not functional with Windows 7 / 8.

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Base plate design

Dear sir,   How to take input value for base plate design from staad pro (input value like maximum axial compression, maximum axial tension, shear an moment). Can i use the value from the summary. And...

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Isolated Footings - Staad Foundation

The foundation for file "Chatterjee National School" is giving fine for uniform footings though there are some overlaps,But when sloped footings were introduced,some of the isolated footings were...

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Isolated Footings[1] - Staad Foundation

The Staad file "Chatterjee National School" is attached herewith for your discussion .(Please visit the site to view this file)

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Combined Footings - Staad Foundations

I have tried to design combined footings/strip footings along the longer dimension involving all the 11 columns of the model attached.But the DESIGN PROGRESS REPORT is showing :-Calculation sheet is...

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RAM Concept - slab recess

What is the easiest way to model several recesses in the flat slab?

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