MANIKANDAN
HI SIR, I AM MODELLING A STEEL CIRCULAR (SURFACE) TANK WHICH IS RESTED OVER CONCRETE BEAMS AT THE SPACING OF 1 METER AND THE DIA OF TANK IS 13.8 HOW TO GIVE SUPPORT CONDITION AND HOW TO GET...
View ArticleStaad results in Select series 5 &6 are different
The attached staad model analyzed and designed in Staad pro select series 5 and design code used is IS:800-2007 (LSD) , the members stress ratios are less than 1 and the same staad model we have run...
View ArticleLuke
How can I make my steel staircase supported by shear in the middle? In my modeling, the moment behave like simply supported and its not supported by shear wall in the middle. Please advice.
View ArticleDA Add Gravity Loads
An spreadsheet to add gravity point and line loads to the property tables and floors in an existing RAM Structural System model.
View ArticleSPCSetup.3.1.4.4.msi for STAAD.Pro V8i SS6
This file should be used only if Bentley Structural Property Catalog fails to install during STAAD.Pro V8i SS6 installation.For more information click here:...
View Article8562.Demo_1.std - 8/5/2015 9:18 AM
This attachment "8562.Demo_1.std" was uploaded on 8/5/2015 at 9:18 AM via email.
View ArticleTEMP.std - 8/6/2015 11:36 AM
This attachment "TEMP.std" was uploaded on 8/6/2015 at 11:36 AM via email.
View Articlemodified1.std - 8/10/2015 5:24 AM
This attachment "modified1.std" was uploaded on 8/10/2015 at 5:24 AM via email.
View ArticleCanopy design
I don't know how to take the uniform member size for this structure.Any one please help me to solve this in staad proNOTE:-Apply Loading condition as per your comfort D.L - SELF WEIGHT is enoughLive...
View ArticleStress Ration changes after each run
Dear SirWith out changing anything in input staad file stress ration are changing in each run. even if i run file with track 2 all command and without track 2 all command stress ratios are...
View ArticleInlet structure STAAD Model
To : Bentley Design Engineers, Structural Designers, Mr. Sye, open to all practicing engineers familiar with ACI 350Please find attached file of a mathematical model for an inlet structure we are...
View ArticlePOST PROCESSING RESULT BEAM GRAPH ON CURVED STRUCTURE
Hi, Attached is the STAAD model for reference. We have ran the analysis of those model but in Post Processing, the graph that shows beam moment and forces does not show any value when we choose the...
View ArticleSTAAD.Pro Nuclear Features
STAAD.Pro supports a set of features which are considered as 'Nuclear Safety Related Features'. These features are outlined in the attached document.
View ArticleExport beam Design to Excel with sketches
Dear All,This is a programmed VBA excel sheet that exports concrete design output into tabular format as well as graphical sketch.just make sure to group each beam in a separate group and run the...
View ArticleExport Column Design Results with Sketches.
Dear All,This is a coded excel sheet that exports Column Design results from STAAD output and generates table with column data as well as a sketch ( Plan ) with Maximum Area Steel required in each...
View Articlerasika
hello,I have problem in modelling gravity dam and time history anlysis for the same..I have attached three file ..One model with surface meshing having 10 divivions..second model with surface meshing...
View ArticleArshad
Error in Reading Member Properties of Pre-Defined USER TABLE in 20.70.11.45 while the earlier version 20.70.11.33 reads it fine.
View Articleproblem recurring in assigning floor load using Y-RANGE as well as GROUP
problem recurring in assigning floor load using Y-RANGE as well as GROUP . Assigned load shows improper pattern and this pattern present in one part of the floor is tending towards infinity and in...
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