RE: rafter beams are getting failed.
It seems you are interested to use IS:800-2007 Code using Limit State or Working Stress  method of design.In that case, you replace the CODE command by "CODE IS800 LSD" or "CODE IS800 WSD"...
View ArticleStaad AASHTO (LRFD) Design Code Version
What is the design code version for the AASHTO (LRFD) in Staad.Pro currently? Is it the AASHTO LRFD Bridge Design Specifications 7th Edition? The help menu says it is the AASHTO Standard Specifications...
View ArticleMstower drag force coefficient for square plan towers with circular members
I have tried to manually compare the drag coefficient results on a bare tower for square plan towers with circular members. I have solidity of front face between 0.1 to 0.3When I use the code AS3995...
View ArticleFLOOR LOADS
ON MY OUTPUT FILE I ENCOUNTER A * WARNING NO MEMBER LOADED FOR A FLOOR LOAD GENERATION ... TWICE IT APPEAR . HOW CAN A ERASE THIS WARNING & WHAT IS THE MEANING OF THESE WARNING ? I AM USING STAAD...
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RE: Connections in prosteel
Hi,Q1.Ans :- Â I found that the connection parameter is wrong. So please follow the steps to rectify the same.Step-1Step2Q-2Ans:- Please select the bolt or Plate of a connection and Right Click. You...
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Connections in prosteel
I have few questions  about Connections in prosteel ,1) I  have created  a connection in particular positions in prosteel , but extra holes has been created , this holes are located in the beam section...
View ArticleRE: How to assign point loads and get result of displacement according to...
So there is no other way. Why staad did not develop their program as other competitors.
View ArticleHow to assign point loads and get result of displacement according to points...
How to assign point loads and get result of displacement according to points local axis not in a global axis. (circular tank /Â Staad.pro)
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RE: License Configuration
Which version of STAAD.Pro V8i you have installed? You can get the information from Help> About STAAD.Pro. If you have downloaded STAAD.Pro V8i SS4 version, you can activate the license the...
View ArticleLicense Configuration
My recently downloaded version of STAAD V8i does not contain standard US design codes. How do I get these?
View ArticleRE: OPENSTAAD - Can't define Wind and seismic definition
For wind load definition, you can use the following function to add the height vs. intensity data for a particular wind load type-- Load.AddWindIntensity type, intensity, height For seismic load, do...
View ArticleRE: OPENSTAAD - Can't define Wind and seismic definition
Thanks suroI am able to give loads.But I want to define the system like zone factors for wind and seismic. Is it possible?
View ArticleRE: How should i apply concentrated moment on a node?
You can simply apply a nodal moment at that node.
View ArticleRE: How should i apply concentrated moment on a node?
can you please give a rapid steps. Please and thank for quick reply
View ArticleRE: OPENSTAAD - Can't define Wind and seismic definition
For wind load, there is no function available to specify the zone factors and other parameters to auto generate the height vs. intensity data. Only you can provide the height vs. intensity data...
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How should i apply concentrated moment on a node?
In load on physical member there is concentrated moment. Can you please tell me what are those parameters like d1,d2 for this assuming dimension in horizontal is 3 @ 5m and in vertical 3@ 3m.
View ArticleRE: OPENSTAAD - Can't define Wind and seismic definition
Can i also check whether these functions are available since there is no mention of it in OPENSTAAD reference file. I tried the function but it is not creating any load type in Definition tab. Kindly help
View ArticleOPENSTAAD - Can't define Wind and seismic definition
Hi All,Im unable to define Wind and seismic factor in OPENSTAAD. Any help?RegdCVP
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