PLEASE SEND ME SAMPLE OF VERY SIMPLE CABLE ANAYSIS FILE
Brothers,I am having a hard time to make the cable tension only member to work in STAAD. Can you guide me please on how to use tension only member cable.you can send me a very simple sample if you...
View ArticleALL MEMBERS ARE FAILING IN LIFTING CONDITION + TEMPERATURE LOAD
Dears,I designed a frame by considering temperature load. it was success while doing in-place analysis. but whole frames are failing with high stress ration in lifting condition. kindly advise the...
View ArticleClik here to view.
How to delete the existing user tools?
Hello,I make full use of the useful tools - VB Macro and User Tools.However, I think that there is the limit of User Tools. It cannot be added upto 10 tools. Unfortunately, there are seven basic...
View ArticleClik here to view.
Surface Elements in Staad Pro - CONNECT Edition
Hi,I have created a model with surfaces using Staad Pro SS6 version.Recently started using Staad Pro CONNECT Edition.Unable to find surface cursor or other commands related to surface elements.So,...
View ArticleAll possible load combinations in staad
Hi, If I have say 4 dead loads (1, 2, 3 and 4).Is it possible to generate all possible load cases like 1+2, 1+3, 1+4, 2+3, 2+4, 3+4, 1+2+3, 1+2+4 and so on..??
View ArticleLoad transferring from Secondary beam to Main beam
STAAD SPACESTART JOB INFORMATIONEND JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 2 0 8.00002; 2 2 0 5.00001; 3 5.00001 0 5.00001; 4 5.00001 0 8.00002;5 2 -3.00001 8.00002; 6 2 -3.00001...
View ArticleColumn heads in RAM Concept
Can anyone suggest the best way to model a flared column head in RAM concept flat slab design. Flared heads are required to increase punching capacity as this is a transfer slab with high loads.Should...
View ArticleHow can I apply a point load on a wide beam at an offset from centre line of...
How can I apply a point load on a wide beam at a distance offset from centre line of beam?
View ArticleCan I apply area load on a very wide column in staad?
Can I apply area load on a very wide column in staad?
View ArticleClik here to view.
RAM Elements - Masonry Wall Stiffness & Self Weight
When passing a wall modeled and analyzed in RAM Elements to the masonry wall design module, what is the best or proper way to:Account for the proper self weight of a partially-grouted wall?Adjust or...
View Articleerror in staad
There is error coming in my staad 'INT 5 HEIG 10.2' why is it coming? how can i minimize that error
View ArticleHow can I create tapered concrete beams/columns in staad?
How can I create tapered concrete beams/columns in staad? Plz give detailed example.
View ArticleIs there a provision in staad to create a beam just for sake of modelling &...
Is there a provision in staad to create a beam just for sake of modelling & it has no structural purpose i.e it doesn't affect the structure in any way or doesn't contribute anything. If yes, how...
View ArticleClik here to view.
RAM Concrete Beam Loading
I have two concrete beams in my model that are showing the correct loading in the beam load diagram report, but there is an almost non-existent shear and moment in the beam line force envelope report....
View ArticleHow can I see the load dispersed on a plate or surface due to applied loads?
How can I see the load dispersed on a plate or surface due to applied loads in post processing?
View ArticleZero Stiffness warning
Good day, i anybody here who can help me with my design, i'm trying to analyze this truss but there are warnings in the backend, it says "Zero Stiffness in Direction..." Anybody here know the answer on...
View ArticlePortal sway calculations
Hi Can someone provide an example model for calculating the sway for the portal frame. It will also be useful to be able to see the support modelling to mimic the realistic base stiffness.Many thanks.
View ArticleDesign of cold formed steel sections (CFS) as per IS 801:1975. Comparison of...
Hi All,I was trying to compare the results for the design of a channel section with lips using STAAD and manual calculation. Following are few observations which are hard for me to comprehend. I would...
View ArticleGeneracion de MAsas en muros de contencion
hace poco hice esta pregunta y no obtuve una respuesta satisfactorioa, ademas envie un archivo adjunto.El problema es que en el metrado de cargas no se toma en cuenta los muros de concreto en la...
View Article