Clik here to view.
Wind load on Open Structure
Hello Everyone,How we apply wind load on the attached structures as per IS 875 Part 3 in Staad Pro.?Thank you
View ArticleBEAM BMD & SF DIAGRAMS FOR ENVELOPE
Dear All,I've STAAD software Select Series-5 (20.07.10.66) installed in my system. After analyzing a STAAD file, I am unable to see the BMD & SF diagrams for envelope. It provides these diagrams...
View ArticleConcrete slab modelling with triangular plates
Hi,I am looking to understand how the design moments and shears are to be calculated when using triangular plates for concrete slab analysis.For triangular plates the results are reported wrt the local...
View Articleload combinations with euro code
How can I create an automatic load combinations with Euro code? if not, who knows a code has the same combinations in Euro? staad can check with Euro code and can't generate load combinations with Euro...
View ArticleHow to get thickness wise plate weight (Take off) in STAAD Pro.
Hi!How to get thickness wise plate weight in STAAD Pro. while i am using Tapered I Section?Please help me.
View ArticleBCF - web compression buckling check is missing
Dear Admin,In the RAM connection design report for BCF type of connection, web compression buckling check in accordance to: AISC 360J (eq. 10-8) & DG4 (eq. 3.26) is missing.This should be check wen...
View ArticleBolt tension capacity
Dear Admin,If use fasteners from BS bolt table and use AISC for connection design, RAM will caculate bolt tension capacity as per BS5950 not AISC. (Please visit the site to view this file)Is it...
View Articleforgot password
Gud eve Sir/MamI forgot my password..i already click the forgot password,but no email send to my email to reset it..pls help me..
View ArticleClik here to view.
RAM Connection Column Splice - Demand Calculation
Hello,How does RAM Connection determine the demand values of 39.16 kip-ft (highlighted in red on the 2nd image below)? This is a column splice for two W40x264 columns (top and bottom) subjected to a...
View Article"Software Licensed to ......" header note in STAAD.Pro reports
I've posted this query before and have been provided with a solution that worked, but unfortunately I lost it!! Please can anybody advise the steps needed to edit the registry so that the company name...
View ArticleWhy are my section cuts disappearing and shear walls have no shear in them?
Structure: 5-stories of wood over 2 above grade PT slabs.Situation: Originally, the walls around the stairs between H and J were placed into one WDG but because of heavy reinforcing in some of the...
View ArticleRAM Framing Check for members framing into lateral members
Is there anyway to have RAM Steel Beam preform a "Framing Check" on beams framing into a lateral girder? Currently, the framing check report is only flagging gravity beams that are framing into a...
View ArticleInherent and accidental torsion consideration as per ASCE 7-2010 in Staad
Hi,How to consider inherent (natural) torsion and accidental torsion as per ASCE 7-2010 12.8.4.1 & 12.8.4.2 in Staad for Modal response spectrum analysis?I am using CODE AISC UNIFIED 2010In...
View ArticleRAM Concept - Flat Plate Torsional Stiffness Reduction
The following query relates to the appropriate use/setting of the torsional stiffness of two-way slab elements specifically in RAM Concept. Note that the default settings for a clean RAM file are as...
View ArticleMEMBER INCIDENCES specification
Hello everyone,What is Member Incidences specification?I am reading Technical Reference Manual, but I am not understanding most of the Section 5 Commands and Input Instructions.Could you please suggest...
View ArticlePhilipphine design code check in Staad
hi friends,any body please inform the avalibality of philipphine design code check in stadd pro
View ArticleNSCP2010 code design
Hi Forum,Does staadpro support NSCP2010 (National structural code of Philippines) code of design?ThanksRegardslakshmanan
View ArticleClik here to view.
Issue on torsion checks of round HSS using AISC 360-10
Hi,I am analyzing a a frame of primarily individually defined round HSS sections, sections are defined as below. When the frame is post-processed with the AISC 360-10 code Method ASD, it appears that...
View ArticleSTAAD RUN TIME FOR 15 STORIED RCC STRUCTURE DYNAMIC ANALYSIS
I am performing dynamic analysis (SRSS METHOD) of a 15 storied building with two basement (RCC Sturcture) having total number of beams = 9554, nodes = 19791, plates = 16720, and given cutoff mode...
View ArticleHow to modify UPT file?
How do I modify an UPT file and see dynamic changes in the model? Every time I modify the section, I need to export the section and create a new user table. How can I reduce these efforts?
View Article