RE: STAAD Problematic : linking DOF nodes
This is not possible in STAAD.Pro. The closest you can get to it is by defining a master slave and defining the specific translation dof as a slaved direction. The rigid rotation would however be...
View ArticleRE: STAAD.Pro and Connection Client Issues?
Thank you. I am in touch with our developers to see if they can provide some direction here.
View ArticleRE: Shear wall analysis result disparity between 1. with end support and 2....
DSANJU,Thanks for your time and input. I run all your model. The three models, Demo_1.std, Demo_2_plate.std and Demo_2_plate1.std gives same result at all four corners though there are intermediate...
View ArticleShear wall analysis result disparity between 1. with end support and 2....
Distance between support is 24.278 ftEnd support result B Horizontal Vertical Horizontal Moment Node L/C Fx kip Fy kip Fz kip Mx kip-in My kip-in Mz kip-in Mz kip-in9 7 DL + LL 70.649 125.272...
View ArticleClik here to view.
RE: RAM Concept - Software Improvement Suggestions
Hi Josh, Seth, Jonathon,I have another suggestion that could improve the capability of RAM Concept. I think the load balancing tool could potentially be expanded, using a 'design/tributary strip width...
View ArticleRE: STAAD.Pro V8i Seismic Definition (IBC 2006)
Nevermind. I was able to solve my own problem Apparently, ELEMENT Concentrated Load denoted by: ELEMENT LOAD<element-list> PR GY 1.35 0 0 should be included as JOINT WEIGHT<node-list>...
View ArticleRE: RAM Concept - Software Improvement Suggestions
There is some tendon optimization work being done that should make it into the next version. We are looking at more than just a balance load percentage (checking material costs on a variety of...
View ArticleClik here to view.
RAM Concept - Software Improvement Suggestions
Hi Support Team, I have a few suggestions that I feel would benefit most RAM Concept users. 1) It would be very handy to have an option to set the elevation of a tendon profile point to 'mid depth.'...
View ArticleRE: SP16.13330.2011 problem with design F.(44)
Hi Yaroslav, Thank you for pointing to these (we also monitor other your related posts) - we're looking into this. Probably a better idea would be raising a Service Request(s) with corresponding...
View ArticleRE: Dead Load on Seismic Definition
So please if I need to follow the 1st definition how I define a mass reference load case. may you guide me on that ?
View ArticleClik here to view.
Dead Load on Seismic Definition
Please confirm if I can use picture below for member load (dead load) definition on Seismic to be in define reference loadsor I have to follow picture below and add the member weight below the...
View ArticleRE: Design of purlin
also sir please tell me what parameters should i use, for the design, if i am using sag rods?
View ArticleDesign of purlin
Any body please tell, why i am getting the utilization ratio as "1.#OI" while designing the Zed purlin in staad pro.
View ArticleAnalytical Model View in 3D Ram Structural System
Hi guys,Is there a way to view Ram structural model in 3D analytical model only. If have kindly please help me out how.
View ArticleOut of plane bending
Hi! I would like to know which sort of loads are considered in designing the steel connections (beam - column) using RAM connection module, in particular if 'out of plane' forces are considered?Thank...
View ArticleRE: How to analyse and design in Staad pro. for other the countries whose...
What is it about Peru that is special? Do you have a particular building code or design code that is not in STAAD.pro? If so, you can always use another code like ASCE 7 for loads, AISC 360 for Steel...
View ArticleHow to analyse and design in Staad pro. for other the countries whose codes...
hello,How to use Staad for the countries like Peru?please help
View ArticleRE: wind loads on walls with varying heights in ram
Regretfully our wind load application is fairly simplistic. The slope of the roof is not fully accounted for and the parapet is only a constant dimension per story. The RAM Frame - Wind Loads FAQ...
View ArticleRE: How to model a corrugated steel plate
First of all, if the purpose of modeling the corrugated plate is to account for it’s weight or to distribute a pressure loading applied on it, you may as well use floor loads for that without even...
View Article